Amendment_0005 _W912EF-15-B-0003.pdf

W68SBV42743040

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

TITLE: Low er Granite Permanent Fishw ay Temperature Improvement

The purpose of this amendment is to make the changes indicated in the Summary of Changes.

Bid opening date remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 18

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

16C. DATE SIGNED

BY 25-Jun-2015

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 W912EF-15-B-0003

X 9B. DATED (SEE ITEM 11)

20-May-2015

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

25-Jun-2015

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

PHYLLIS L. BUERSTATTE

201 N. THIRD AVENUE

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:

W912EF-15-B-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0005

SUMMARY OF CHANGES

Summary of changes for Amend -0005

Lower Granite Fish Ladder Temperature Improvements - 2

1. Revised the following Specification sections:

a. SECTION 01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

Revised paragraph 1.9.1 Pre-Work Survey of Existing Sunken Debris.

Revised paragraph 1.9.2 Cleaning and Pre-Work Survey of Existing Submerged Concrete Surfaces.

Added paragraph 1.9.1.1 Debris.

b. SECTION 01 35 10.00 28 DIVING

Revised paragraph 1.1 GENERAL

Revised paragraph 1.4 REFERENCES

Attached Reference NWW OM 385-1-1, Walla Walla District's Safety Manual, Appendix I Diving operations.

c. SECTION 05 50 14.00 28 METALWORK

Revised paragraph 1.1 REFERENCES

Revised paragraph 3.6.c ERECTION PLAN OF DIFFUSER CHIMNEY AND PUMP

INTAKE EXTENSION

d. SECTION 09 97 02.05 28 PAINTING: HYDRAULIC STRUCTURES

Revised paragraph 3.4 PAINTING SCHEDULES

Added paragraph 3.3.1 Fabricated and Assembled Items

2. Revised the following Drawing (See bracketed areas):

a. G-002

3. Added the following Drawing:

a. I-049

4. Revised Clause 252.236-7001 CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS

(AUG 2000)

a. Yellow highlighted revision numbers and dates on the index below are for this Amendment 0005.

LOWER GRANITE LOCK AND DAM

FISH LADDER PERMANENT TEMPERATURE IMPROVEMENTS - 2

FILE NUMBER SHEET

NUMBER

DESCRIPTION REVISION

NUMBER

DATE

GENERAL

GDG-1-0-1/632 G-001 COVER SHEET AND LOCATION MAPS

GDG-1-0-1/633 G-002 INDEX TO DRAWINGS A 6/25/15

GDG-1-0-0/521 G-101 SOUTH NON-OVERFLOW DAM - GENERAL PLAN

GDG-1-0-0/522 G-102 BOAT RESTRICTED ZONE - SITE PLAN

GDG-1-0-0/523 G-103 CONTRACTOR STORAGE - AND STAGING AREAS

- PLAN VIEW

STRUCTURAL

GDD-1-5-2/4 S-101 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

PLAN

GDD-1-5-2/5 S-201 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

UPSTREAM ELEVATION

GDD-1-5-2/6 S-202 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY ELEVATION DETAILS

GDD-1-5-2/15 S-203 SOUTH NON-OVERFLOW DAM - PUMP INTAKE

EXTENSION - ELEVATION AND SECTIONS

GDD-1-5-2/7 S-301 STRUCTURAL - PUMPS 1 & 2 - INTAKE

EXTENSION HOUSING

GDD-1-5-2/8 S-501 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY DETAILS

GDD-1-5-2/9 S-502 STRUCTURAL - PUMPS 1 & 2 - INTAKE

GDD-1-5-2/10 S-503 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

PIPE SADDLE SUPPORT ASSYS 1

A 6/15/15

GDD-1-5-2/11 S-504 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

PIPE SADDLE SUPPORT ASSYS 2

GDD-1-5-2/12 S-505 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY SECTIONS AND DETAILS 1

GDD-1-5-2/13 S-506 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY SECTIONS AND DETAILS 2

GDD-1-5-2/14 S-507 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY SECTIONS AND DETAILS 3

GDD-1-5-2/16 S-508 PUMP INTAKE EXTENSION - SECTIONS AND

DETAILS 1

GDD-1-5-2/17 S-509 PUMP INTAKE EXTENSION - SECTIONS AND

DETAILS 2

GDD-1-5-1/1 S-901 PHOTOS - SHEET 1

GDD-1-5-1/2 S-902 PHOTOS - SHEET 2

MECHANICAL

GDF-1-3-3/1 M-101 MECHANICAL - FISH LADDER WATER SUPPLY -

GDF-1-3-3/2 M-102 MECHANICAL - FISH LADDER WATER SUPPLY -

ENLARGED PLANS

GDF-1-3-3/3 M-103 MECHANICAL - FISH LADDER WATER SUPPLY -

PIPE WELDMENT DETAILS

GDF-1-3-3/4 M-201 MECHANICAL - FISH LADDER WATER SUPPLY -

SECTION A

GDF-1-3-3/5 M-202 MECHANICAL - FISH LADDER WATER SUPPLY -

SECTIONS B AND C

GDF-1-3-3/6 M-401 MECHANICAL - FISH LADDER WATER SUPPLY -

PIPE EXTENSION AND DETAILS

GDF-1-3-3/7 MD101 MECHANICAL - PUMP PLATFORM -

DEMOLITION PLAN

ELECTRICAL

GDD-1-6-13/40 E-101 MOTOR FEEDERS - INSTALLATION A 6/18/15

FOR INFORMATION ONLY (FIO)

The Government does not warrant the accuracy of the FIO drawings.

The Government recommends that the Contractor verify the accuracy of FIO drawings.

GDD-1-4-2/1 I-001 SOUTH NON-OVERFLOW - PLAN AND

SECTIONS

GDD-1-4-2/1.1 I-002 SOUTH NON-OVERFLOW - PLAN AND

GDD-1-4-2/2 I-003 SOUTH NON-OVERFLOW - ELEVATION AND

GDD-1-4-2/3 I-004 SOUTH NON-OVERFLOW - ELEVATIONS

GDD-1-4-2/4 I-005 SOUTH NON-OVERFLOW - ELEVATIONS,

SECTIONS AND DETAILS

GDD-1-4-2/5 I-006 SOUTH NON-OVERFLOW - DRAINAGE

GALLERY - SECTIONS AND DETAILS

GDD-1-4-2/6 I-007 SOUTH NON-OVERFLOW - REINFORCEMENT

I

GDD-1-4-2/7 I-008 SOUTH NON-OVERFLOW - REINFORCEMENT

I I

GDD-1-4-2/8 I-009 SOUTH NON-OVERFLOW - REINFORCEMENT

I I I

GDD-1-4-2/9 I-010 SOUTH NON-OVERFLOW - REINFORCEMENT

IV

GDD-1-4-2/9.1 I-011 SOUTH NON-OVERFLOW - REINFORCEMENT

V

GDD-1-5-11/1 I-012 SOUTH NON-OVERFLOW - FISH LADDER

TRASH RACK - & GUIDES

GDD-1-5-11/2 I-013 SOUTH NON-OVERFLOW DAM - FISH EXIT

TRASH SHEAR BOOM - PLAN, SECTIONS AND

DETAILS

REPLACED 6/18/15

GDD-1-5-11/3 I-014 SOUTH NON-OVERFLOW - TEMPORARY FISH

LADDER - TRASH RACK AND GUIDES

GDD-1-5-11/8 I-015 SOUTH, CENTRAL AND NORTH - NON-

OVERFLOWS - MISCELLANEOUS METALS

GDF-1-5-3/7.1 I-016 FISH LADDER - ALTERNATE FISHLADDER EXIT

- FALSE WEIR

GDD-1-3-17/5 I-017 SOUTH NON-OVERFLOW - FISH - LADDER

WATER SUPPLY - SLUICE - GATE AND PUMP

INSTALLATION

GDD-1-3-17/7 I-018 SOUTH NON-OVERFLOW - FISH EXIT-CHUTE

GDF-1-6-5/11 I-019 SOUTH SHORE FISH LADDER - EXIT AREA -

ELEMENTARY - AND CONNECTION DIAGRAM

964-F-102-2 I-020 CENTRAL & SOUTH NON-OVER - CONSTR. JT.

& LIFT NOS.

ZA 445 I-021 SOUTH NON-OVERFLOW - 18 LM PUMP

ASSEM. DWG.

GDF-9-3-4/1 I-022 BASKET STRAINER

GDG-1-0-1/221 I-023 PERMANENT TRASH SHEAR BOOM -

GENERAL PLAN AND - INDEX TO DRAWINGS

GDN-1-13-1/22 I-024 PERMANENT TRASH SHEAR BOOM -

INTERMEDIATE ANCHOR FLOAT

GDN-1-13-1/23 I-025 PERMANENT TRASH SHEAR BOOM - BOAT

PASSAGE

GDN-1-13-1/24 I-026 PERMANENT TRASH SHEAR BOOM - DOUBLE

LOG BOOM

GDN-1-13-1/25 I-027 PERMANENT TRASH SHEAR BOOM - DETAILS

GDN-1-13-1/29 I-028 PERMANENT TRASH SHEAR BOOM -

SHEARFACE CONNECTION TO DAM

GDN-1-13-1/31 I-029 PERMANENT TRASH SHEAR BOOM - SELF

ADJUSTING ANCHOR AT DAM

GDN-1-13-1/32 I-030 PERMANENT TRASH SHEAR BOOM - SELF

ADJUSTING ANCHOR - ROLLER ASSEMBLY

GDN-1-13-1/46 I-031 TRASH BOOM IMPROVEMENTS - TWIN PIPE

FLOAT - PLAN, SECTIONS AND DETAILS

GDN-1-13-1/47 I-032 TRASH BOOM IMPROVEMENTS - TWIN PIPE

FLOAT - SECTIONS AND DETAILS

GDN-1-13-1/48 I-033 TRASH BOOM IMPROVEMENTS -

INTERMEDIATE ANCHOR FLOAT -

MODIFICATIONS

GDG-1-13-7/106 I-034 MODIFIED BGS 2004 PROTOTYPE - TRASH

SHEAR BOOM MODIFICATIONS

GDG-1-13-7/107 I-035 MODIFIED BGS 2004 PROTOTYPE - TRASH

SHEAR BOOM ACCESS - PLAN AND SECTIONS

GDG-1-13-7/119 I-036 BGS - REMOVAL AND TRASH SHEAR - BOOM

REPAIRS - SHEAR BOOM - WIRE ROPE

CONNECTION DETAIL

GDG-1-13-7/125 I-037 BGS - REMOVAL AND TRASH - SHEAR BOOM

REPAIRS - GAP DEBRIS FLOAT LOCATION

GDN-1-13-1/26 I-038 PERMANENT TRASH SHEAR BOOM -

MODIFIED LOG FLOATS AT DAM

GDN-1-13-1/51 I-039 TRASH BOOM IMPROVEMENTS - BOAT

PASSAGE CLOSURE MODIFICATIONS - PLAN,

ELEVATIONS, AND DETAILS

GDG-1-13-7/120 I-040 BGS - REMOVAL AND TRASH - SHEAR

BOOOM REPAIRS - GAP DEBRIS FLOAT

GDG-1-13-7/122 I-041 BGS - REMOVAL AND TRASH - SHEAR BOOM

REPAIRS - GAP DEBRIS FLOAT - DETAILS 2

GDG-1-13-7/123 I-042 BGS - REMOVAL AND TRASH - SHEAR BOOM

REPAIRS - GAP DEBRIS FLOAT - DETAILS 3

GDG-1-1-1/3 I-043 SOUTH SHORE EXCAVATION - PLAN I

GDG-1-1-1/5 I-044 SOUTH SHORE EXCAVATION - SECTIONS

GDD-1-6-13/41 I-045 MOTOR CONTROL PANEL - INSTALLATION

GDD-1-6-13/42 I-046 MOTOR CONTROL - REMOTE STATION -

GDD-1-6-13/43 I-047 FSP PUMP STARTING CIRCUIT - EXISTING

GDD-1-6-13/44 I-048 FSP PUMP STARTING CIRCUIT - PROPOSED

I-049 FOREBAY BATHYMETRY ADDED 6/25/15

5. Wage Decision was revised.

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

252.236-7001 CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

LOWER GRANITE LOCK AND DAM

FISH LADDER PERMANENT TEMPERATURE IMPROVEMENTS - 2

FILE NUMBER SHEET

NUMBER

DESCRIPTION REVISION

NUMBER

DATE

GENERAL

GDG-1-0-1/632 G-001 COVER SHEET AND LOCATION MAPS

GDG-1-0-1/633 G-002 INDEX TO DRAWINGS A 6/25/15

GDG-1-0-0/521 G-101 SOUTH NON-OVERFLOW DAM - GENERAL PLAN

GDG-1-0-0/522 G-102 BOAT RESTRICTED ZONE - SITE PLAN

GDG-1-0-0/523 G-103 CONTRACTOR STORAGE - AND STAGING AREAS

- PLAN VIEW

STRUCTURAL

GDD-1-5-2/4 S-101 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

GDD-1-5-2/5 S-201 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

UPSTREAM ELEVATION

GDD-1-5-2/6 S-202 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY ELEVATION DETAILS

GDD-1-5-2/15 S-203 SOUTH NON-OVERFLOW DAM - PUMP INTAKE

EXTENSION - ELEVATION AND SECTIONS

GDD-1-5-2/7 S-301 STRUCTURAL - PUMPS 1 & 2 - INTAKE

GDD-1-5-2/8 S-501 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY DETAILS

GDD-1-5-2/9 S-502 STRUCTURAL - PUMPS 1 & 2 - INTAKE

GDD-1-5-2/10 S-503 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

PIPE SADDLE SUPPORT ASSYS 1

A 6/15/15

GDD-1-5-2/11 S-504 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

PIPE SADDLE SUPPORT ASSYS 2

GDD-1-5-2/12 S-505 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY SECTIONS AND DETAILS 1

GDD-1-5-2/13 S-506 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY SECTIONS AND DETAILS 2

GDD-1-5-2/14 S-507 STRUCTURAL - SOUTH NON-OVERFLOW DAM -

CHIMNEY SECTIONS AND DETAILS 3

GDD-1-5-2/16 S-508 PUMP INTAKE EXTENSION - SECTIONS AND

DETAILS 1

GDD-1-5-2/17 S-509 PUMP INTAKE EXTENSION - SECTIONS AND

DETAILS 2

GDD-1-5-1/1 S-901 PHOTOS - SHEET 1

GDD-1-5-1/2 S-902 PHOTOS - SHEET 2

MECHANICAL

GDF-1-3-3/1 M-101 MECHANICAL - FISH LADDER WATER SUPPLY -

GDF-1-3-3/2 M-102 MECHANICAL - FISH LADDER WATER SUPPLY -

ENLARGED PLANS

GDF-1-3-3/3 M-103 MECHANICAL - FISH LADDER WATER SUPPLY -

PIPE WELDMENT DETAILS

GDF-1-3-3/4 M-201 MECHANICAL - FISH LADDER WATER SUPPLY -

SECTION A

GDF-1-3-3/5 M-202 MECHANICAL - FISH LADDER WATER SUPPLY -

SECTIONS B AND C

GDF-1-3-3/6 M-401 MECHANICAL - FISH LADDER WATER SUPPLY -

PIPE EXTENSION AND DETAILS

GDF-1-3-3/7 MD101 MECHANICAL - PUMP PLATFORM -

DEMOLITION PLAN

ELECTRICAL

GDD-1-6-13/40 E-101 MOTOR FEEDERS - INSTALLATION A 6/18/15

FOR INFORMATION ONLY (FIO)

The Government does not warrant the accuracy of the FIO drawings.

The Government recommends that the Contractor verify the accuracy of FIO drawings.

GDD-1-4-2/1 I-001 SOUTH NON-OVERFLOW - PLAN AND

GDD-1-4-2/1.1 I-002 SOUTH NON-OVERFLOW - PLAN AND

GDD-1-4-2/2 I-003 SOUTH NON-OVERFLOW - ELEVATION AND

GDD-1-4-2/3 I-004 SOUTH NON-OVERFLOW - ELEVATIONS

GDD-1-4-2/4 I-005 SOUTH NON-OVERFLOW - ELEVATIONS,

SECTIONS AND DETAILS

GDD-1-4-2/5 I-006 SOUTH NON-OVERFLOW - DRAINAGE

GALLERY - SECTIONS AND DETAILS

GDD-1-4-2/6 I-007 SOUTH NON-OVERFLOW - REINFORCEMENT

I

GDD-1-4-2/7 I-008 SOUTH NON-OVERFLOW - REINFORCEMENT

I I

GDD-1-4-2/8 I-009 SOUTH NON-OVERFLOW - REINFORCEMENT

I I I

GDD-1-4-2/9 I-010 SOUTH NON-OVERFLOW - REINFORCEMENT

IV

GDD-1-4-2/9.1 I-011 SOUTH NON-OVERFLOW - REINFORCEMENT

V

GDD-1-5-11/1 I-012 SOUTH NON-OVERFLOW - FISH LADDER

TRASH RACK - & GUIDES

GDD-1-5-11/2 I-013 SOUTH NON-OVERFLOW DAM - FISH EXIT

TRASH SHEAR BOOM - PLAN, SECTIONS AND

DETAILS

REPLACED 6/18/15

GDD-1-5-11/3 I-014 SOUTH NON-OVERFLOW - TEMPORARY FISH

LADDER - TRASH RACK AND GUIDES

GDD-1-5-11/8 I-015 SOUTH, CENTRAL AND NORTH - NON-

OVERFLOWS - MISCELLANEOUS METALS

GDF-1-5-3/7.1 I-016 FISH LADDER - ALTERNATE FISHLADDER EXIT

- FALSE WEIR

GDD-1-3-17/5 I-017 SOUTH NON-OVERFLOW - FISH - LADDER

WATER SUPPLY - SLUICE - GATE AND PUMP

GDD-1-3-17/7 I-018 SOUTH NON-OVERFLOW - FISH EXIT-CHUTE

GDF-1-6-5/11 I-019 SOUTH SHORE FISH LADDER - EXIT AREA -

ELEMENTARY - AND CONNECTION DIAGRAM

964-F-102-2 I-020 CENTRAL & SOUTH NON-OVER - CONSTR. JT.

& LIFT NOS.

ZA 445 I-021 SOUTH NON-OVERFLOW - 18 LM PUMP

ASSEM. DWG.

GDF-9-3-4/1 I-022 BASKET STRAINER

GDG-1-0-1/221 I-023 PERMANENT TRASH SHEAR BOOM -

GENERAL PLAN AND - INDEX TO DRAWINGS

GDN-1-13-1/22 I-024 PERMANENT TRASH SHEAR BOOM -

INTERMEDIATE ANCHOR FLOAT

GDN-1-13-1/23 I-025 PERMANENT TRASH SHEAR BOOM - BOAT

PASSAGE

GDN-1-13-1/24 I-026 PERMANENT TRASH SHEAR BOOM - DOUBLE

LOG BOOM

GDN-1-13-1/25 I-027 PERMANENT TRASH SHEAR BOOM - DETAILS

GDN-1-13-1/29 I-028 PERMANENT TRASH SHEAR BOOM -

SHEARFACE CONNECTION TO DAM

GDN-1-13-1/31 I-029 PERMANENT TRASH SHEAR BOOM - SELF

ADJUSTING ANCHOR AT DAM

GDN-1-13-1/32 I-030 PERMANENT TRASH SHEAR BOOM - SELF

ADJUSTING ANCHOR - ROLLER ASSEMBLY

GDN-1-13-1/46 I-031 TRASH BOOM IMPROVEMENTS - TWIN PIPE

FLOAT - PLAN, SECTIONS AND DETAILS

GDN-1-13-1/47 I-032 TRASH BOOM IMPROVEMENTS - TWIN PIPE

FLOAT - SECTIONS AND DETAILS

GDN-1-13-1/48 I-033 TRASH BOOM IMPROVEMENTS -

INTERMEDIATE ANCHOR FLOAT -

MODIFICATIONS

GDG-1-13-7/106 I-034 MODIFIED BGS 2004 PROTOTYPE - TRASH

SHEAR BOOM MODIFICATIONS

GDG-1-13-7/107 I-035 MODIFIED BGS 2004 PROTOTYPE - TRASH

SHEAR BOOM ACCESS - PLAN AND SECTIONS

GDG-1-13-7/119 I-036 BGS - REMOVAL AND TRASH SHEAR - BOOM

REPAIRS - SHEAR BOOM - WIRE ROPE

CONNECTION DETAIL

GDG-1-13-7/125 I-037 BGS - REMOVAL AND TRASH - SHEAR BOOM

REPAIRS - GAP DEBRIS FLOAT LOCATION

GDN-1-13-1/26 I-038 PERMANENT TRASH SHEAR BOOM -

MODIFIED LOG FLOATS AT DAM

GDN-1-13-1/51 I-039 TRASH BOOM IMPROVEMENTS - BOAT

PASSAGE CLOSURE MODIFICATIONS - PLAN,

ELEVATIONS, AND DETAILS

GDG-1-13-7/120 I-040 BGS - REMOVAL AND TRASH - SHEAR

BOOOM REPAIRS - GAP DEBRIS FLOAT

GDG-1-13-7/122 I-041 BGS - REMOVAL AND TRASH - SHEAR BOOM

REPAIRS - GAP DEBRIS FLOAT - DETAILS 2

GDG-1-13-7/123 I-042 BGS - REMOVAL AND TRASH - SHEAR BOOM

REPAIRS - GAP DEBRIS FLOAT - DETAILS 3

GDG-1-1-1/3 I-043 SOUTH SHORE EXCAVATION - PLAN I

GDG-1-1-1/5 I-044 SOUTH SHORE EXCAVATION - SECTIONS

GDD-1-6-13/41 I-045 MOTOR CONTROL PANEL - INSTALLATION

GDD-1-6-13/42 I-046 MOTOR CONTROL - REMOTE STATION -

GDD-1-6-13/43 I-047 FSP PUMP STARTING CIRCUIT - EXISTING

GDD-1-6-13/44 I-048 FSP PUMP STARTING CIRCUIT - PROPOSED

I-049 FOREBAY BATHYMETRY ADDED 6/25/15

(End of drawing list)

(End of clause)

Contract drawings created on CADD will be available in electronic form for use by the Contractor. No For

Information Only drawings are available on CADD. The Contractor assumes all risks associated in using electronic

CADD drawings. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies. The

Government will not be responsible to correct the electronic CADD drawing. If contract modifications are issued, the associated electronic CADD drawings will not be available to the Contractor. Electronic copies of CADD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD ROM. If the Contractor requires different media, such as floppy disks, the Contractor shall be responsible for all conversions required for their use and associated conversion inaccuracies.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

WAGE DETERMINATION

General Decision Number: WA150087 06/12/2015 WA87

Superseded General Decision Number: WA20140087

State: Washington

Construction Type: Heavy including water and sewer line construction

Counties: Columbia, Ferry and Garfield Counties in Washington.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is 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 $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The

EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/02/2015

1 02/27/2015

2 06/12/2015

ELEC0073-005 07/01/2014

FERRY COUNTY

Rates Fringes

ELECTRICIAN......................$ 30.00 16.25

ELEC0077-001 02/01/2013

Line Construction:

LINEMEN.....................$ 45.62 4%+12.90

ELEC0112-014 06/01/2014

ELECTRICIAN......................$ 38.05 17.82

* ENGI0370-010 06/01/2015

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 26.16 13.55

GROUP 2.....................$ 26.48 13.55

GROUP 3.....................$ 27.09 13.55

GROUP 4.....................$ 27.25 13.55

GROUP 5.....................$ 27.41 13.55

GROUP 6.....................$ 27.69 13.55

GROUP 7.....................$ 27.96 13.55

GROUP 8.....................$ 29.06 13.55

ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00

Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;

Lewiston, Idaho

Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Rollers, all types on subgrade, including seal and chip coatings

GROUP 2: Fork Lift

GROUP 3: Bulldozer (up to D-6 or equivalent)

GROUP 4: Loaders (overhead & front-end, under 4 yds. R/T);

Oiler; Drill (churn, core, calyx or diamond)

GROUP 5: Backhoe (Under 45,000 gw); Trackhoe/Excavator (under

3/4 yd.); Cranes (25 tons & under); Drilling equipment (8 unch bit and over) (robbins, reverse circulation and similar); Boom Truck (Under 25 tons)

GROUP 6: Asphalt Roller; Backhoe (45,000 gw and over to

110,000 gw); Trackhoe/Excavator (3/4 yd. to 3 yd.); Cranes

(over 25 tons, to and including 45 tons), Bulldozer, 834

R/T & similar; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Mechanic

GROUP 7: Backhoe (Over 110,000); Trackhoe/Excavator (3 yds & over); Cranes (over 45 tons to but not including 85 tons);

Loaders (overhead & front-end, over 8 yds. to 10 yds.);

Grader/Blade

GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower); Loaders (overhead and front-end, 10 yards and over)

BOOM PAY: (All Cranes, Including Tower)

180 ft to 250 ft $ .50 over scale

Over 250 ft $ .80 over scale

NOTE:

In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom.

HAZMAT:

Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification.

IRON0014-001 07/01/2013

IRONWORKER (Reinforcing and

Structural)......................$ 31.60 21.35

LABO0238-002 06/01/2014

LABORER (Pasco)

GROUP 1.....................$ 22.25 10.95

GROUP 2.....................$ 24.35 10.95

GROUP 3.....................$ 24.62 10.95

GROUP 4.....................$ 24.89 10.95

LABORER (Spokane)

GROUP 1.....................$ 21.95 10.95

GROUP 2.....................$ 24.05 10.95

GROUP 3.....................$ 24.32 10.95

GROUP 4.....................$ 24.59 10.95

Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00

BASE POINTS: Spokane, Pasco, Lewiston

Zone 1: 0-45 radius miles from the main post office.

Zone 2: 45 radius miles and over from the main post office

LABORERS CLASSIFICATIONS

GROUP 1: Flagger

GROUP 2: Common or General Laborer;

GROUP 3: Mason Tender-Cement/Concrete; Pipelayer; Chipping

Guns

GROUP 4: Grade Checker

LABO0238-007 06/01/2013

Laborer, Mason Tender Brick......$ 24.10 10.65

PAIN0005-003 07/01/2014

PAINTER (Brush, Roller, and

Spray.)..........................$ 21.55 10.48

SUWA2009-053 08/07/2009

CARPENTER........................$ 24.03 6.50

CEMENT MASON/CONCRETE FINISHER...$ 17.21 0.00

LABORER: Landscape..............$ 14.67 0.00

TRUCK DRIVER: Dump Truck........$ 19.67 0.00

TRUCK DRIVER: Water Truck.......$ 24.36 8.30

TRUCK DRIVER: 10 Yard Truck.....$ 24.61 8.34

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

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

(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 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

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

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

END OF GENERAL DECISION

(End of Summary of Changes)

Lower Granite Fish Ladder Temperature Improvements - 2 W912EF-15-B-0003 Amend - 0005

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 DEFINITIONS

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.6 EQUIPMENT LIST

1.7 DISPOSITION OF REMOVED EQUIPMENT

1.8 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.9 PRE-WORK AND POST WORK SURVEYS

1.9.1 Pre-Work Survey of Existing Sunken Debris

1.9.1.1 Debris

1.9.2 Cleaning and Pre-Work Survey of Existing Submerged Concrete

Surfaces

1.10 FIRE CONTROL

1.11 TRAINING

1.12 SYSTEM OPERATORS' TRAINING

1.13 SYSTEM TECHNICAL SUPPORT

1.14 PROJECT SUPERINTENDENT

1.15 KEY PERSONNEL SUBSTITUTION

1.16 POST AWARD MEETINGS

1.16.1 Pre-Work Meeting

1.16.2 Pre-Construction Meeting

1.16.2.1 Minutes

1.16.2.2 Demobilizing And Remobilizing

1.17 WEEKLY PRODUCTION MEETINGS

1.17.1 Minutes

1.18 ADDITIONAL MEETINGS

1.19 TRASH BOOMS

1.19.1 Powerhouse Trash Boom

1.19.2 Fish Ladder Exit Trash Boom

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda Template

-- End of Section Table of Contents --

SECTION 01 11 01.00 28

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SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

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

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

Equipment List; I C

Pre-Work Survey Photos And Report; I C

Project Superintendent; I C

Trash Boom Disconnection Plan; I C

SD-07 Certificates

Key Personnel Substitution; G C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I C

Training Manuals; G C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

The Contractor shall field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that

SECTION 01 11 01.00 28

affect new construction. Any deviations shall be updated as per Section 01 78 00.00 28, CLOSEOUT SUBMITTALS, paragraph MAINTAIN WORKING AS-BUILT

CONTRACT DRAWINGS AND FIO DRAWINGS.

1.4 DEFINITIONS

a. Qualified Person.

As defined in EM 385-1-1; "DEFINITIONS", unless otherwise specified.

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials shall become the property of the Contractor and shall be removed from the job site daily in accordance with Federal, State, and local regulations. The Contractor shall furnish waste containers. All waste containers provided by the contractor shall be emptied daily.

1.6 EQUIPMENT LIST

The Contractor shall furnish a complete list of all equipment to be used on the project 30 days prior to commencement of on-site work. The Contractor shall submit a revised list in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate dates equipment is assigned to or removed from the project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.7 DISPOSITION OF REMOVED EQUIPMENT

Unless otherwise specified in other sections of the specifications, all existing equipment removed and not reinstalled shall become the property of the Contractor, removed from the Project site, and disposed of in a legal manner. Materials that cannot be removed daily may be temporarily stored on-site at an approved area. Salvaged materials shall not be sold on the project site.

1.8 PROTECTION AND RESTORATION OF EXISTING FACILITIES

The Contractor shall take precautions to prevent damage to existing facilities while performing work under this contract.

1.9 PRE-WORK AND POST WORK SURVEYS

The Contractor shall conduct a pre-work survey prior to start of on-site work and a post-work survey during project closeout, with the Contracting Officer Representative, of the Government facilities at the work areas.

The results of the surveys shall be documented by digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the Contracting Officer within 5 days after survey has been completed.

1.9.1 Pre-Work Survey of Existing Sunken Debris

Sunken debris (mainly small items - mostly branches and some silt) has been observed on the bottom of Lower Granite Lake near the locations indicated for installation of the diffuser chimney, the pump intake extension and on the existing concrete ledges at elevation 670 feet mean sea level (fmsl) and elevation 652 fmsl. Document the extent of the existing sunken debris on the bottom of Lower Granite Lake, directly below the centerlines of the existing pump intake pipes (and within a 30 foot radius). Use the provisions specified in Section 01 35 10.00 28, DIVING.

1.9.1.1 Debris

Move debris, that will interfere with installation of the diffuser chimney or the pump intake extension, out of the way of the work area. Move all debris within 10 feet of the installed invert of the diffuser chimney and pump intake extension. Clear all debris from ledge at elevation 670 fmsl.

Move all debris prior to installation of structures. Debris to be moved (an anticipated maximum of 5 cubic yards), does not need to be removed from the forebay.

1.9.2 Cleaning and Pre-Work Survey of Existing Submerged Concrete Surfaces

Survey the condition of the existing concrete surfaces that will be located behind the base plates of the diffuser chimney and the pump intake extension, and 6 inches out from the edges of the base plates when these structures are installed. For safety reasons do not disturb the excessively cracked concrete on the underside of the existing Pump Intake Structure at elevation 705 feet mean sea level. In addition, perform the following work using hand tools, pressure wash, etc., to minimize possible damage to concrete due to impact and vibration during surface preparation of concrete. Execute the following work items during this survey using the provisions specified in Section 01 35 10.00 28, DIVING:

a. Remove all loosely adhered biological growth from the existing concrete surfaces that will be located behind the base plates and within 6 inches of the edges of the base plates of the diffuser chimney and the pump intake extension when these structures are installed,

b. Remove small protruding pieces of concrete that has the potential to leave large gaps between the existing concrete and the structures of the diffuser chimney and the pump intake extension - no major leveling of the concrete will be required,

c. Report spalls, cracks or other major damage to the existing concrete to the Contracting Officer,

d. After completion of the above work items, use the divers video to document the condition of all of the cleaned concrete surfaces.

SECTION 01 11 01.00 28

Measure the depth of each reportable feature using a Pneumofathometer.

Measure and record the surface elevation of Lower Granite Lake (including the date and time) before beginning this part of the survey and after completing this part of the the survey.

1.10 FIRE CONTROL

Each piece of internal combustion engine driven equipment used at the work site shall be equipped with a fire extinguisher in accordance with recommendation National Fire Protection Association (NFPA) as appropriate.

The minimum approved rating of extinguishers shall not be less than 5-B:C.

1.11 TRAINING

The Contractor shall provide the services of authorized start-up engineers (Manufacturer's Representatives) as necessary to provide training in programming, operation and maintenance of the systems provided by this contract. This training shall be provided prior to project operation of these systems. Provide one class for operators, maintenance personnel, system managers and engineers. The class session shall include approximately six employees. The Government will provide a room for the training location. The Contractor shall submit training manuals and documentation for approval 30 days prior to the scheduled class and shall furnish sufficient training materials at the training class for all students plus a minimum of three copies for project files. Where audio/visual materials are used in the training class, three copies of such materials shall be furnished to Lower Granite Lock and Dam for use in future training. It shall be the Contractor's responsibility to coordinate the training sessions with Lower Granite Lock and Dam to ensure minimum conflicts with ongoing system work.

1.12 SYSTEM OPERATORS' TRAINING

The Contractor shall provide the services of one or more authorized individuals for System Operators' training. Contractor personnel shall be experienced in the operational requirements of all newly installed equipment, and control features. Contractor personnel shall be present at Lower Granite Lock and Dam and available for assistance for three 10 hour work shifts immediately following Government acceptance of newly installed features. Required work shifts shall be coordinated with the Contracting Officer.

1.13 SYSTEM TECHNICAL SUPPORT

a. Contractor shall provide 20 hours of system technical support after Government acceptance of the completed system. One or more Contractor personnel experienced in the operational requirements of all newly installed equipment, and control features shall be available for Technical Support during normal Government Work Schedule hours. See paragraph "Government's Work Schedule" in this section.

b. Support shall include site visits by Contractor personnel. Contractor personnel shall be available at Lower Granite Lock and Dam within 48 hours, or the next normal Government Work Schedule day following notification by the Government - whichever is later. Technical support shall be available for 60 days following Government acceptance of the newly installed system, or until final Operation and Maintenance Manuals and Parts Catalogs have been approved and received by the Government - whichever is later (see

Section 01 78 00.00 28 CLOSEOUT SUBMITTALS).

1.14 PROJECT SUPERINTENDENT

At all times during performance of this contract and until the work is completed and accepted the Contractor shall assign and have on the worksite a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction.

1.15 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent or CQC System Manager) they must have the approval of the Contracting Officer. Personnel shall possess the qualifications that meet or exceed those stated in the specifications for the position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.16 POST AWARD MEETINGS

1.16.1 Pre-Work Meeting

Within 15 days after receipt of Notice to Proceed, the Contractor shall attend a Pre-Work meeting. Senior Level members of the Contractor's staff involved with this contract shall participate in this meeting to discuss the overall contract requirements. The Government will lead this meeting and take the meeting minutes.

1.16.2 Pre-Construction Meeting

The Project Superintendent shall coordinate with the Contracting Officer and establish the date of the Pre-Construction Meeting. The meeting will be held at the project site at least one (1) week prior to mobilizing to the job site. The Project Superintendent shall lead the Pre-Construction Meeting discussing the Contractor's plan on executing the work at the project site, schedule, required clearances and timeframe for them, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss environmental and clearance issues. Key members of the contractor staff shall attend this meeting including the Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.

1.16.2.1 Minutes

The Project Superintendent shall be responsible for taking the meeting minutes and shall send them electronically within 48 hours of the meeting to the Contracting Officer Representative.

1.16.2.2 Demobilizing And Remobilizing

Anytime the Contractor demobilizes from the site and remobilizes at a later date, another Pre-Construction meeting shall be held and shall follow the requirements listed above.

1.17 WEEKLY PRODUCTION MEETINGS

During all onsite construction work the Project Superintendent shall lead a weekly production meeting using the attached "Weekly Meeting Agenda Template " to brief the Government on the status of the project. All elements listed in the agenda shall be thoroughly discussed. For example, the Project Superintendent shall provide the Government a three (3) week "look-ahead" that describes all the planned construction activities, onsite and offsite, over the next three (3) weeks. These activities shall align to the overall construction schedule submitted under SECTION 01 32 01.00 28 PROJECT SCHEDULE, and if the three (3) week "look-ahead" differs from the construction schedule, the construction schedule shall be updated to include these changes by the next scheduled update. Key members of the Contractor's staff shall attend this meeting, including the Quality Control System Manager, who is responsible for discussing QC aspects of the work as outlined under SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL and SSHO.

The Government reserves the right to require any person from the Contractor's staff, such as the Project Manager, Engineer, scheduler, etc., or key subcontractor personnel to attend this meeting, if Government feels their participation is required.

1.17.1 Minutes

The Project Superintendent shall be responsible for taking the meeting minutes and shall send them electronically within 24 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.18 ADDITIONAL MEETINGS

The Contractor shall record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government.

Minutes shall be sent electronically within 24 hours of the meeting to the Contracting Officer for concurrence. E-mail subject line shall include project name and meeting topic.

1.19 TRASH BOOMS

1.19.1 Powerhouse Trash Boom

In order to move equipment into the work area it will be necessary to get past the main trash boom for the powerhouse. This trash boom is labeled "EXISTING TRASH SHEAR BOOM" on contract drawing sheet G-102. There is an entrance built into the trash boom for small watercraft that is shown in FIO drawings. For watercraft that are too large to fit through the entrance it will be necessary to disconnect a section of the trash boom.

The Contractor shall coordinate with the Project at least one month in advance of disconnecting the trash boom regarding where and how to make the disconnection and subsequent reconnection. Submit a Trash Boom Disconnection Plan describing step by step how the trash boom will be moved to allow access and how the trash boom will be retensioned and reconnected.

1.19.2 Fish Ladder Exit Trash Boom

The Fish ladder exit trash boom must be moved out of the way prior to diving. The Contractor will be responsible for moving the fish ladder trash boom to an alternate location. The alternate location may be at the discretion of the Contractor but must not impact any project operations activities. The fish ladder trash boom will be retured to is current location after the work window.

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 DIVE OPERATION NOTIFICATION

1.4 REFERENCES

1.5 SUBMITTALS

1.6 DIVING SUBMITTALS

1.7 DIVE PLAN

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

(HEC) PROCEDURES

1.9 SPECIAL SAFETY REQUIREMENTS

PART 2 PRODUCTS

2.1 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

ATTACHMENTS:

NWW OM 385-1-1 (Appendix I)

-- End of Section Table of Contents --

SECTION 01 35 10.00 28

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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. Diving shall be performed 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) (see attached), Portland / Walla Walla District Safe Diving Regulation NWPR 385-1-93, 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

Dive work includes removal of debris and installation of two extension housings. One of the extension housings, the diffuser chimney, runs approximately 0 to 75 feet under the water surface. The other extension housing, the pump intake extension, runs approximately 30 to 75 feet under the water surface. The dive environment will be in open water, next to the face of the dam. There will be Penetration Dives. ANY Contractor work under the Pump Intake structure (or other overhead structure limiting direct access to the surface), or within an extension housing must meet requirements of EM 385-1-1, Section 30, paragraph 30.D.05.b, and other applicable dive requirements as referenced and specified. Concrete at the bottom of the existing Pump Intake structure, at elevation 705 feet mean sea level (fmsl), is severely cracked and may not be structurally sound.

Minimizing diver exposure beneath this structure is recommended. Divers will drill into the dam to anchor the new extension housings in place.

The divers will access the work location by Contractor supplied boat without need of equipment located on the dam intake deck. See section 01 55 10.00 28 "CONTRACTOR WORK, ACCESS AND STORAGE AREAS," paragraph "Work and Storage Area."

1.3 DIVE OPERATION NOTIFICATION

Notify the Contracting Officer a minimum of 2-weeks prior to the start of dive operations. Dive work may not commence until all dive submittals have been reviewed and accepted by the District Dive Coordinator.

1.4 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.

SECTION 01 35 10.00 28

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. (509-527-7361)

NWPR 385-1-93 District Dive Safety Manual Available from the Portland / Walla Walla District Office of Dive / ROV Operations and Safety Program Manager (503) 808-4312

EM 385-1-1 Safety and Health Requirements Manual

The Contractor shall be responsible for complying 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

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

SD-01 Preconstruction Submittals

Safe Practices Manual; G DDC

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

Underwater Video; I C

1.6…