W912EF17B0016_Amendment_0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to reduce the offeror acceptance period and revise specif ications section 00 15 15.00 28, 01 33 00 and 01 35 10.00. See summary of changes and attached specif ications and draw ings for details.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 13-Oct-2017

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 W912EF17B0016

X 9B. DATED (SEE ITEM 11)

21-Sep-2017

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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Oct-2017

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

CYNTHIA H JACOBSEN

201 N. THIRD AVE

WALLA WALLA WA 99362-1876

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF17B0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0003

Summary of changes for Amend -0003 Lower Granite Adult Fishway Entrances NPE-3 and NSE-3 Closures

W912EF17B0016

1. Revised the following Specifications:

a. SECTION 00 01 15.00 28 LIST OF DRAWINGS

• Revised the following paragraph:

• 1.2 CONTRACT DRAWINGS

b. SECTION 00 01 33 00 SUBMITTAL PROCEDURES o 1.8 SCHEDULING

SECTION 01 35 10.00 28, DIVING

• Added the following paragraph:

o 1.3 SPILLBAY 1 GATE SEAL LEAKAGE o 1.8 DIVE PLAN

2. Revised the following Drawing.

a. SHEET S-903 See bracketed areas

SECTION 00 10 00 - SOLICITATION

The offeror acceptance period has decreased by 15 days from 60 days to 45 days.

(End of Summary of Changes)

Lower Granite Adult Fishway Entrances NPE-3 and NSE-3 Closures W912EF17B0016 Amendment 0003

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 FOR INFORMATION ONLY DRAWINGS (FIO)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28

G4EDDRJR

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SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GENERAL

GDG-1-0-1/681 G-001 COVER SHEET AND LOCATION MAPS

GDG-1-0-1/682 G-002 INDEX TO DRAWINGS

STRUCTURAL

GDF-1-13-3/22 S-101 SITE PLANS - FISH ENTRANCE LOCATIONS

GDF-1-13-3/23 S-501 NORTH SHORE ENTRANCE (NSE3) -

REINFORCEMENT PLAN AND SECTION

GDF-1-13-3/24 S-502 NORTH SHORE ENTRANCE (NSE3) -

REINFORCEMENT DETAILS

GDF-1-13-3/25 S-503 NORTH POWERHOUSE ENTRANCE (NPE3) -

REINFORCEMENT PLAN AND SECTION

GDF-1-13-3/26 S-504 NORTH POWERHOUSE ENTRANCE (NPE3) -

REINFORCEMENT DETAILS

GDF-1-13-3/27 S-901 INFORMATIONAL PHOTOS

GDF-1-13-3/28 S-902 INFORMATIONAL PHOTOS

GDF-1-13-3/29 S-903 INFORMATIONAL PHOTOS A 10/11/2017

GDF-1-13-3/30 S-904 INFORMATIONAL PHOTOS

Microstation V8 is the only CAD system used by Walla Walla District.

Contract drawings created on CAD in Microstation V8 will be available in electronic form for use by the Contractor. No For Information Only drawings are available on CAD. The Contractor assumes all risks associated in using electronic CAD drawings. The contract drawings shall govern if there are any discrepancies between the electronic copy and the

DOCUMENT 00 01 15.00 28

contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies. The Government will not be responsible to correct the electronic CAD drawing. If contract modifications are issued, the associated electronic CAD drawings will not be available to the Contractor. Electronic copies of CAD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD

ROM.

1.3 FOR INFORMATION ONLY DRAWINGS (FIO)

These FIO drawings are included with the drawings for information. The Government does not warrant the accuracy of the FIO drawings. The Government recommends that the Contractor verify the accuracy of FIO drawings.

FIO drawings are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

N/A FIO-001 NOT USED

GDD-1-4-7/3 FIO-002 FOR INFORMATION ONLY - SPILLWAY

RIGHT TRAINING WALL - CONCRETE

OUTLINE - PLAN & ELEVATION

GDD-1-4-7/4 FIO-003 FOR INFORMATION ONLY - SPILLWAY

RIGHT TRAINING WALL - CONCRETE

OUTLINE - SECTIONS & DETAILS

GDD-1-4-7/5 FIO-004 FOR INFORMATION ONLY - SPILLWAY

RIGHT TRAINING WALL - REINFORCEMENT

I

GDD-1-4-7/6 FIO-005 FOR INFORMATION ONLY - SPILLWAY

RIGHT TRAINING WALL - REINFORCEMENT

II

GDD-1-4-2/12 FIO-006 FOR INFORMATION ONLY - CENTRAL

NON-OVERFLOW - CONCRETE OUTLINE -

PLAN & ELEVATION

GDD-1-4-2/13 FIO-007 FOR INFORMATION ONLY - CENTRAL

NON-OVERFLOW - CONCRETE OUTLINE -

ELEVS & SECTIONS

GDD-1-4-2/15 FIO-008 FOR INFORMATION ONLY - CENTRAL

NON-OVERFLOW - CONCRETE OUTLINE -

SECTIONS

GDD-1-4-2/17 FIO-009 FOR INFORMATION ONLY - CENTRAL

NON-OVERFLOW - CONCRETE OUTLINE -

PLAN & SECTIONS

DOCUMENT 00 01 15.00 28

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GDD-1-4-2/19 FIO-010 FOR INFORMATION ONLY - CENTRAL

NON-OVERFLOW - REINFORCEMENT I

GDD-1-4-2/21 FIO-011 FOR INFORMATION ONLY - CENTRAL

NON-OVERFLOW - REINFORCEMENT III

GDD-1-4-2/24 FIO-012 FOR INFORMATION ONLY - CENTRAL

NON-OVERFLOW - REINFORCEMENT VI

GDD-1-4-2/26 FIO-013 FOR INFORMATION ONLY - CENTRAL

NON-OVERFLOW - REINFORCEMENT VIII

GDD-1-5-7/1 FIO-014 FOR INFORMATION ONLY - SPILLWAY

RIGHT TRAINING WALL - ENTRANCES -

GATE GUIDES & BLOCKOUTS

GDD-1-4-7/7 FIO-015 FOR INFORMATION ONLY - SPILLWAY

RIGHT TRAINING WALL - FRONT FISH

ENTRANCE GATES - DETAILS

GDD-1-4-7/8 FIO-016 FOR INFORMATION ONLY - SPILLWAY

RIGHT TRAINING WALL - SIDE FISH

ENTRANCE GATE - DETAILS

LGP-1-13-7/1 FIO-017 FOR INFORMATION ONLY - FISHWAY

ENTRANCE BULKHEADS - CONCRETE

BULKHEAD SECTIONS & DETAILS

N/A FIO-018 FOR INFORMATION ONLY - LOWER

GRANITE DAM - BIRD WIRE ARRAY

GDG-1-0-0/522 FIO-019 FOR INFORMATION ONLY - LOWER

GRANITE DAM - BRZ CABLE

GDF-1-13-10/137 FIO-020 FOR INFORMATION ONLY - LOWER

GRANITE DAM - BRZ ZONE AND WINCH

ASSEMBLY

GDD-1-4-2/28 FIO-021 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

MONOLITHS 1 & 2

GDD-1-4-2/29 FIO-022 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

MONOLITHS 1 & 2

GDD-1-4-2/30 FIO-023 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

MONOLITHS 1 & 2

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GDD-1-4-2/31 FIO-024 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

MONOLITHS 1 & 2

GDD-1-4-2/32 FIO-025 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

MONOLITHS 1 & 2

GDD-1-4-2/35 FIO-026 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

REINFORCEMENT I

GDD-1-4-2/36 FIO-027 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

REINFORCEMENT II

GDD-1-4-2/37 FIO-028 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

REINFORCEMENT III

GDD-1-4-2/38 FIO-029 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

REINFORCEMENT IV

GDD-1-4-2/39 FIO-030 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

REINFORCEMENT V

GDD-1-4-2/40 FIO-031 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH NON-OVERFLOW

REINFORCEMENT VI

GDD-1-4-2/44 FIO-032 FOR INFORMATION ONLY - LOWER

GRANITE DAM - NORTH, CENTRAL &

NON-OVERFLOWS

GDD-1-6-2/27 FIO-033 FOR INFORMATION ONLY - DIESEL

GENERATOR RELOCATION - NORTH

NON-OVERFLOW, EL. 751

-- End of Document --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.2.1 Action Elements for Submittal Review

1.1.3 Work

1.2 SUBMITTAL CLASSIFICATION

1.2.1 Government Approved (G)

1.2.2 Information Only

1.3 PREPARATION

1.3.1 Transmittal Form

1.3.2 Identifying Submittals

1.3.3 Format For Electronic Submittals

1.3.4 Format for SD-02 Shop Drawings

1.3.5 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.3.6 Format of SD-04 Samples

1.3.7 Format of SD-05 Design Data and SD-07 Certificates

1.3.8 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.3.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.4 QUANTITY OF SUBMITTALS

1.4.1 Electronic Copies

1.4.2 Hard Copies (HC)

1.4.3 Official Receipt of Transmittals

1.4.4 Number of Hard Copies of SD-02 Shop Drawings

1.4.5 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.4.6 Number of Samples SD-04 Samples

1.4.7 Number of Copies SD-05 Design Data and SD-07 Certificates

1.4.8 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.4.9 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.5 INFORMATION ONLY SUBMITTALS

1.6 VARIATIONS REQUESTS

1.6.1 Considering Variations

1.6.2 Proposing Variations

1.6.3 Warranting That Variations Are Compatible

1.6.4 Review Schedule Is Modified

1.7 SUBMITTAL REGISTER

1.7.1 Use Of Submittal Register

1.7.2 Contractor Use of Submittal Register

1.7.3 Approving Authority Use of Submittal Register

SECTION 01 33 00

1.7.4 Contractor Action Code and Action Code

1.7.5 Copies Delivered to the Government

1.8 SCHEDULING

1.9 GOVERNMENT APPROVING AUTHORITY

1.9.1 Review Notations

1.10 DISAPPROVED OR REJECTED SUBMITTALS

1.11 APPROVED/ACCEPTED SUBMITTALS

1.12 APPROVED SAMPLES

1.13 WITHHOLDING OF PAYMENT

1.14 STAMPS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

ENG Form 4025-R submittal register

-- End of Section Table of Contents --

SECTION 01 33 00

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

Proposed variations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to commencing work on site.

Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Construction Progress Schedule

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Unless otherwise specified testing must have been completed within three (3) years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

1.1.2 Approving Authority

Office or designated person to review submittal.

1.1.2.1 Action Elements for Submittal Review

AE Architect/Engineer C Engineering & Construction Division, Construction Branch DDC Walla Walla District Dive Coordinator, Safety Office A Engineering & Construction Division, Structural Design

"Architectural" ECC Operation's Division, Environmental Compliance Coordinator OPC Operation's Division, Pesticide Coordinator EL Engineering & Construction Division, Electrical Design GT Engineering & Construction Division, Geotechnical Design H Engineering & Construction Division, Hydraulic Design ME Engineering & Construction Division, Mechanical Design ST Engineering & Construction Division, Structural Design HDC Hydroelectric Design Center GE Engineering & Construction Division, General Engineering PMP Project Management Division, Planning PEC Project Management Division, Environmental Compliance SO Safety Office SLE Security Law Enforcement Officer EOC Engineering Design, Project Operations and Construction

1.1.3 Work

As used in this SECTION, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.2.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Government approval is required for any variations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.2.2 Information Only

Submittals not requiring Government approval will be for information only.

1.3 PREPARATION

1.3.1 Transmittal Form

The attached sample transmittal form (ENG Form 4025-R) is in QCS and shall be completed in QCS. Use ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.3.2 Identifying Submittals

When submittals are provided by either the Prime Contractor or subcontractor, the Prime Contractor is responsible to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title, location, and date.

b. Contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add a number suffix on submittal description, for example, submittal 18 would become 18.1, to indicate the resubmission.

h. Product identification and location in project.

The sequence of submission of drawings shall be such that all information is available for checking each drawing when it is received. Contract number and project shall be shown directly above the revision space on all drawings submitted. Drawing details and notes shall be of such quality and clarity and of sufficient definition and line weight as to permit sharp and totally legible scanning. All items shall be adequately identified to show where they will be used, and shall be referenced to applicable contract drawings and specification section.

All shop drawings submitted on a single transmittal (ENG form 4025-R) shall pertain to only one (1) specification section. Computed weights of all items shall be indicated on the shop drawings. Where drawings are submitted for either (1) assemblies consisting of more than one (1) piece of equipment, or (2) systems consisting of numerous components dependent one on the other for matching or compatible characteristics, complete information shall be submitted on all such related components at the same time.

1.3.3 Format For Electronic Submittals

The PDF file name of all submittals shall include the contract and transmittal number.

a. example: 17-C-0005_Trans 01 35 29.10 28-1 Item 1, 5

b. re-submittal example: 17-C-0005_Trans 01 35 29.10 28-1.1 Item 1, 5

All electronic submittals shall be in color and digitally searchable. All pages in the file shall be oriented so that no rotation or manipulation to view is needed.

1.3.4 Format for SD-02 Shop Drawings

All shop drawings prepared by the Contractor for this contract shall be 22 inches by 34 inches American National Standards Institute (ANSI D). All paper copies of shop drawings submitted to the Government shall be reduced in size to 11 by 17 inch.

a. All shop drawings shall have a title block and a revision block.

b. Title block shall include project title, sheet description, sheet number, contract number and issue date.

c. Revision block shall contain revision mark, revision description, date of revision.

d. Each Sheet shall have a unique number.

e. Each sheet shall have the Contractor Firm name on it.

1.3.5 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains. Mark out all product data not pertaining to the product being submitted.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist.

Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

d. Provide all software code, user interfaces, logic and graphic information, manuals, documentation, etc. in English, only.

e. Provide product data in English dimensions. Where product data are included in preprinted catalogs with Metric units only, submit English dimensions on separate sheet.

f. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

g. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

h. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal. Mark the submittal to clearly indicate what choices, options, and portions of the product offering will be incorporated into the work. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

i. Submit manufacturer's instructions prior to installation.

1.3.6 Format of SD-04 Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches built up to A4 8-1/2 by 11 inches.

(3) Sample of Materials Exceeding A4 8-1/2 by 11 inches: Cut down to A4 8-1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three (3) units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one (1) sample of that manufacturer and style, for comparison.

1.3.7 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates on 8-1/2 by 11 inches paper.

Provide a bound volume for submittals containing numerous pages.

1.3.8 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

a. Provide reports on 8-1/2 by 11 inches paper in a complete bound volume.

b. Indicate by prominent notation, each report in the submittal.

Indicate specification number and paragraph number to which it pertains.

1.3.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.

1.4 QUANTITY OF SUBMITTALS

1.4.1 Electronic Copies

Each submittal shall be sent in PDF format via e-mail to the transmittal mailbox for the Upper Snake River Resident Office:

UpperSnakeConResidentOffc@usace.army.mil.

Submittal files too large to send via e-mail shall be submitted using the AMRDEC Safe Access File Exchange (SAFE) website at:

https://safe.amrdec.army.mil/SAFE/

When asked to "provide an email to provide access to", enter the Upper Snake River Resident Office transmittal e-mail address.

1.4.2 Hard Copies (HC)

Not all submittals are required to be submitted in hard copy. Hard copies are only needed for submittals designated with a (HC) in the submittal title or as specifically designated by type of submittal.

submittal title example: As-Built Contract Drawings and FIO Drawings (HC)

1.4.3 Official Receipt of Transmittals

Official receipt of a transmittal that is sent electronically begins the business day after the Government receives that transmission by e-mail or through AMRDEC.

Official receipt of the transmittal that also requires a hard copy submission only begins when the Government receives the hard copy and not the electronic submission.

1.4.4 Number of Hard Copies of SD-02 Shop Drawings

Submit two (2) paper copies of all (HC) designated submittals to the address below. Each copy shall be sent with the ENG Form 4025-R.

District Commander

ATTN: CENWW-EC-C

Walla Walla District Corps of Engineers 201 North Third Avenue Walla Walla, WA 99362-1876

1.4.5 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit (HC) designated SD-03 and SD-08 submittals in compliance with quantity requirements specified for shop drawings.

1.4.6 Number of Samples SD-04 Samples

ALL SD-04 SUBMITTALS REQUIRE A HARD COPY SUBMISSION IN THE QUANTITIES

DISCUSSED BELOW:

a. Submit two (2) samples, or two (2) sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one (1) sample panel. Include components listed in technical section or as directed.

c. Submit one (1) sample installation.

d. Submit one (1) sample of non-solid materials, for example paint.

1.4.7 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit (HC) designated SD-05 and SD-07 submittals in compliance with quantity requirements specified for shop drawings.

1.4.8 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit (HC) designated SD-06 and SD-09 submittals in compliance with quantity requirements specified for shop drawings.

1.4.9 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Submit (HC) designated SD-01 and SD-11 submittals in compliance with quantity requirements specified for shop drawings.

1.5 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The following list applies to all for information only submittals:

a. The Contractor is not relieved from the obligation to furnish material conforming to the plans and specifications.

b. The Contracting Officer reserves the right to require the Contractor to resubmit any item found not to comply with the contract, and is not prevented from requiring removal and replacement of nonconforming material incorporated in the work.

c. Does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.6 VARIATIONS REQUESTS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.6.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP). Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.6.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025-R for submittals which include proposed variations requested by the Contractor. Set forth in writing the reason for any variations and annotate such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

1.6.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.6.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.7 SUBMITTAL REGISTER

The Government will provide the submittal register attached to the end of this SECTION, also available in RMS CM, with the following field:

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g.

SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Column (f): Indicate approving authority for each submittal.

The Contractor is responsible for maintaining the submittal register in accordance with SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE(RMS CM)

1.7.1 Use Of Submittal Register

Submit submittal register with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.7.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract:

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.7.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program:

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.7.4 Contractor Action Code and Action Code

Entries for columns (j) and (o), are to be used as follows (others may be prescribed by Transmittal Form):

NR - Not Received

AN - Approved as noted

A - Approved

RR - Disapproved, Revise, and Resubmit

1.7.5 Copies Delivered to the Government

Deliver one (1) copy of submittal register updated by Contractor to Government with each invoice request.

1.8 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

e. Allow the Government 3015 calendar days to review submittals and for each resubmittal. The 3015-day period shall commence at date of receipt of transmittals from the Contractor by the Government and the period shall end at date of signature of Approving Authority on the ENG Form 4025-R.

Within 15 calendar days of receipt of Notice To Proceed provide, as outlined under SECTION 01 32 16.00 28 CONSTRUCTION PROGRESS SCHEDULES, paragraph PRELIMINARY PROJECT SCHEDULE SUBMISSION, for approval by the Contracting Officer, the following schedule of submittals in the Project Schedule submittal:

a. A schedule of shop drawings and technical submittals required by the specifications and drawings. Indicate the specification or drawing reference requiring the submittal; the material, item, or process for which the submittal is required; the "SD" number and identifying title of the submittal; the Contractor's anticipated submission date and the approval need date.

b. A separate schedule of other submittals required under the contract but not listed in the specifications or drawings. Schedule will indicate the contract requirement reference; the type or title of the submittal; the Contractor's anticipated submission date and the approved need date (if approval is required).

1.9 GOVERNMENT APPROVING AUTHORITY

When approving authority is Government, the Contracting Officer will:

a. Note date on which submittal was received from QC system Manager.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, SECTION 01 33 00 stamp and date approved submittals. Several copies of the approved submittal will be retained by the Contracting Officer and at least one (1)copy of the submittal will be returned to the Contractor.

1.9.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after date of receipt of submittal. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked with an action code of "A" are "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked with an action code of "B" are "approved as noted on drawing", "approved except as noted on drawing", authorize the Contractor to proceed with the work covered once they make the changes to the submittal provided they take no exception to the corrections.

c. Submittals marked with an action code of "C" are "accepted as noted, resubmission required", "accepted as noted, resubmission required" authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections. The Contractor shall resubmit with appropriate changes to address the Government notations.

d. Submittals marked with an action code of "E" are "disapproved", "not accepted", indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved or accepted.

e. Submittals marked with an action code of "F" are Submittals marked "receipt acknowledge" and will indicate submittal has been received but not necessarily reviewed by the Government. Comments to these submittals may or may not be provided; however the Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract.

f. Submittals marked with an action code of "FX" are Submittals marked as "does not comply as noted with contract requirements" and indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes for Government approval or acceptance. No work shall proceed for this item until resubmittal is received.

1.10 DISAPPROVED OR REJECTED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out variations may result in the Government requiring rejection and removal of such work at the Contractor's expense. If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.11 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory. the general method of construction, materials, detailing and other information are satisfactory.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not to be construed to change or modify any contract requirements. Before submitting samples, assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved. Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at their expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at their expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service. Samples of various materials or equipment delivered on-site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Replace such materials or equipment to meet contract requirements. Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of their responsibilities under the contract.

1.13 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. No payment will be made for any materials incorporated into the work for any conformance review submittals or information only submittals found to contain errors or variations from the Solicitation or Accepted Proposal.

1.14 STAMPS

Stamps used by the CQC system manager on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

| CONTRACT NUMBER |

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal | | data and/or attach sheets(s) |

| SIGNATURE: _____________________________________________|

| TITLE: CQC SYSTEM MANAGER |

| DATE: _______________ |

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 10.00 28

DIVING

PART 1 GENERAL

1.1 GENERAL

1.2 ANTICIPATED DIVING ENVIRONMENT

1.3 SPILLBAY 1 GATE SEAL LEAKAGE

1.4 DIVE OPERATION NOTIFICATION

1.5 REFERENCES

1.6 SUBMITTALS

1.7 DIVING SUBMITTALS

1.8 DIVE PLAN

1.9 LOCKOUT/TAGOUT (LOTO)-SAFE CLEARANCE OR HAZARDOUS ENERGY CONTROL

(HEC) PROCEDURES

1.10 SPECIAL SAFETY REQUIREMENTS

PART 2 PRODUCTS

2.1 EXISTING CONDITIONS INSPECTION

2.2 POST INSTALLATION INSPECTION

2.3 UNDERWATER VIDEO

PART 3 EXECUTION

3.1 DIVE TEAM COMPOSITION AND DIVE EQUIPMENT

3.2 CONTRACTOR FURNISHED DIVING SUPPORT EQUIPMENT

3.3 CONTRACTOR SPECIAL EQUIPMENT

3.4 SPILL CONTAINMENT

3.5 DIVING WORK DESCRIPTION

-- End of Section Table of Contents --

SECTION 01 35 10.00 28

G4EDDRJR

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SECTION 01 35 10.00 28

DIVING

PART 1 GENERAL

1.1 GENERAL

This section covers the general requirements for contract diving operations to be performed as specified within this contract. Perform diving in accordance with the latest edition of the U.S. Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1 , Section 30:

DIVING OPERATIONS in accordance with Clause ACCIDENT PREVENTION (52.236-13), Walla Walla District's Safety Manual NWW OM 385-1-1 (Appendix I), and elements of the following references: 29 CFR 1910 , Subpart T and the latest edition of NAVSEA SS521-AG-PRO-010 U.S. Navy Diving Manual, Volume 1 inclusive of all other references listed therein. All diving operations shall be considered incidental to the work specified elsewhere herein. No separate payment for diving work will be made.

1.2 ANTICIPATED DIVING ENVIRONMENT

The diving environment consists of the following:

a. Water depth is 50 to 60+ feet. Anticipated Dive depth less than 40 feet.

b. Water temperature less than 40 degrees F (hot water dive suits required).

c. Water velocity less than 1 knot.

d. Visibility less than 5 feet.

e. Unit and Spillway outages required for dives. Coordinate Spillway outage with the COR a minimum of 2 Government work days prior to anticipated dive date. Coordinate any required Unit outages a minimum of 1 week prior to anticipated dive date.

f. Anticipate approximately 200 gpm flow from the Juvenile Fish Bypass overflow pipe (which drains into Spillbay 1).

g. Anticipate impacts from Navigation Lock drainage. See SECTION 01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS, paragraph "Impacts of Navigation Lock Drainage" for additional information. If Navigation Lock Drainage outage is required, coordinate with the COR a minimum of one Government Work day in advance. SECTION 01 14 00.10 28 PROJECT SITE RESTRICTIONS, paragraph "Government's Work Schedule".

1.3 SPILLBAY 1 GATE SEAL LEAKAGE

The gate seal on Spillbay 1 has been damaged resulting in leakage flow into the Spillbay, when the Spillbay gate is fully closed and locked out.

INFORMATIONAL PHOTO Sheet S903, Photo 6 shows the leakage flow created by the damaged seal. The following conditions are anticipated due to the

SECTION 01 35 10.00 28

spillway gate 1 damaged vertical seal:

a. Approximately 30 cfs of leakage flow.

b. Tailwater velocities of 2.5 knots or less at the North Powerhouse Entrance (NPE) 3 location.

1.4 DIVE OPERATION NOTIFICATION

a. Notify the Government a minimum of 2-weeks prior to the start of dive operations. All dive submittals must be submitted for review 30 working days prior to commencement of dive work. Dive work may not commence until all dive submittals have been reviewed and accepted by the District Dive Coordinator.

b. Contractor requests for altering forebay and/or tailwater elevations must be made a minimum of 7 calendar days prior to anticipated start of related work. Due to the required regional coordination and river conditions at the time of the request, there is no guarantee that the Government will be able to provide specific Water Surface Elevations.

1.5 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)

NWW OM 385-1-1 Walla Walla District's Safety Manual, Appendix I Diving operations. Available from the Walla Walla District Dive Coordinator. (509-527-7120)

EM 385-1-1 Safety and Health Requirements Manual

Comply with the current edition and all changes posted on the web as of the effective date of this solicitation.

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

29 CFR 1910 Occupational Safety and Health Standards

U.S. NAVAL SEA SYSTEMS COMMAND (NAVSEA)

NAVSEA SS521-AG-PRO-010 (2008, rev. 6) U.S. Navy Diving Manual

1.6 SUBMITTALS

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

submittals having an "I" designation are for information only. A designation following the "G" or "I" 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

Safe Practices Manual ; G DDC

SECTION 01 35 10.00 28

Emergency Management Plan ; G DDC

Dive Personnel Qualifications ; G DDC

Dive Station Equipment Certifications and Certificates for Air Quality ; G DDC

Dive Plan ; G DDC

Activity Hazard Analysis (AHA) ; G DDC

Safe Clearance ; G DDC

SD-06 Test Reports

Existing Conditions Inspection Report ; I, ST

Post Installation Inspection Report ; G, ST

1.7 DIVING SUBMITTALS

Submit the following:

a. Safe Practices Manual as required for diving in EM 385-1-1 .

b. Emergency Management Plan as required for diving in EM 385-1-1 .

c. Dive personnel qualifications as required for diving in EM 385-1-1 .

d. Dive Station Equipment Certifications and Certificates for Air Quality as required for diving in EM 385-1-1 .

1.8 DIVE PLAN

Submit the Dive Plan and job-specific Activity Hazard Analysis (AHA) to the Contracting Officer for approval within 3015 calendar days after Notice To Proceed. The Government will review within 15 days after receipt of submittals prior to planned dive date . See SECTION 01 35 29.10 GOVERNMENTAL SAFETY REQUIREMENTS paragraph ACTIVITY HAZARD ANALYSIS (AHA) for additional information. Diving will not be allowed without an approved Dive Plan.

1.9 LOCKOUT/TAGOUT (LOTO)-SAFE CLEARANCE OR HAZARDOUS ENERGY CONTROL (HEC)

PROCEDURES

Submit a Safe Clearance plan for diving in accordance with requirements in SECTION 01 35 29.10 GOVERNMENTAL REQUIREMENTS paragraph LOCKOUT/TAGOUT

(LOTO)-SAFE CLEARANCE OR HAZARDOUS ENERGY CONTROL (HEC) PROCEDURES.

1.10 SPECIAL SAFETY REQUIREMENTS

In addition to Safety and Health Requirements Manual, EM 385-1-1 and NWW OM 385-1-1 (Appendix I), comply with the requirements listed below.

Paragraph numbers refer to EM…