Amendment_0004_-_17R0048_MNA_Tainter_Valves.pdf

W68SBV70594637

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 incorporate the reivisions outline in the summary of changes.

The proposal submission date remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 22

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

16C. DATE SIGNED

BY 29-Sep-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 W912EF17R0048

X 9B. DATED (SEE ITEM 11)

15-Aug-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

29-Sep-2017

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

HILLARY A. MORGAN

201 N. THIRD AVENUE

WALLA WALLA WA 99362

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF17R0048

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

Summary of Changes for Amend-0004 McNary Navigation Lock Tainter Valves Replacement

1. Job Title Changed to “McNary Navigation Lock Tainter Valves Replacement” – Affects solicitation to include all drawings and tech specs.

2. SOLICITATION

a. Bid Schedule – Removed Options and added a CLIN for valves #2 and #4 demolition and salvage

(vs disposal)

b. CLAUSE: COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK – Rewritten to reflect changed overall completion date, work windows, and navigation lock outages

c. CLAUSE: LISTING OF GOVERNMENT-FURNISHED PROPERTY (deleted “Base” and

“Optional”)

d. CLAUSE: CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS – amended the drawing list to show revisions and 5 new FIO drawings

3. TECH SPECS

a. All Tech Specs will be republished with the new job title.

b. 01 22 00.00 28 MEASUREMENT AND PAYMENT – Changed to reflect Bid Schedule Changes

c. 01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS – added para 1.11 ITEMS TO BE

SALVAGED FOR THE GOVERNMENT to require the salvage of tainter valves #2 and #4

d. 01 14 00.10 28 PROJECT SITE RESTRICTIONS – edited para 1.4 LOCKAGES to remove the requirement to exit the work area during lockages and added safety requirements.

e. 01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS - added paragraph

1.9 to give the requirements for the Bascule Bridge and Derrick Crane service to be provided by the Government

f. 01 57 30.00 28 DEWATERING OF WORK AREAS

i. para 1.1 DESCRIPTION OF WORK, added valves #2 and #4 and added a reference to the lock outages in CP&C.

ii. para 1.2 added discussion of leakage into the culverts.

iii. para 1.3.1a added written notice requirement prior to need for setting bulkheads.

g. 05 59 13 FABRICATION OF HYDRAULIC STEEL STRUCTURES, para 3.6 “SIGN FOR

VALVES” edited to include valves #2 and #4 to the sign requirement.

h. 05 60 10.00 25 TAINTER VALVE REPLACEMENT, para 1.1 GENERAL INFORMATION edited to say the work is for 4 valves vs 2.

4. DRAWINGS:

a. Title changed on all drawings

b. Revisions to the following drawings

G-002 G-003 G-101 G-102 G-103

SA503

SJ508

M-001

MA505

c. Added 5 FIO drawings FIO-071 thru FIO-075

SECTION B - SUPPLIES OR SERVICES AND PRICES

Walla Walla District Corps of Engineers McMary Lock and Dam

Navigation Lock Tainter Valves Replacement

PROJECT IS 100% SET-ASIDE FOR SMALL BUSINESS CONCERNS

ITEM

DESCRIPTION

QUANTITY

U/M

U/P

AMOUNT

SUPPLY CLINS

0001 Provide New Tainter Valves #1, #2, #3, &

#4

4 EA _______ $________

CONSTRUCTION CLINS

0002 Remove and Dispose of Existing Tainter

Valves #1 and #3

1 JOB XXXXX ________

0003 Remove and Salvage Existing Tainter

Valves #2 and #4

1 JOB XXXXX ________

0004 Install New Tainter Valves #1, #2, #3, & #4 1 JOB XXXXX ________

0005 Stainless Steel Pitting Repair – Side

Plates and Bottom Seal

**NTE 360 CI ________ ________

0006 Stainless Steel Pitting Repair – Top Seal **NTE 120 CI ________ ________

0007 Installation Platform 1 JOB XXXXX ________

SCHEDULE TOTAL $__________

IMPORTANT:

1. See Section 01 22 00.00 28; MEASUREMENT AND PAYMENT; Paragraph; Retainage of Payment for withholding of payment for final deliverables.

2. Funds are not presently available for this acquisition. No contract award will be made until funds are made available.

NTE - Not To Exceed CI - Cubic Inches

SECTION E - INSPECTION AND ACCEPTANCE

Construction Clauses – Applicable to all onsite work (CLINS 0002 through 0007)

52.246-12 Inspection of Construction AUG 1996

SECTION F - DELIVERIES OR PERFORMANCE

Construction Clauses – Applicable to all onsite work (CLINs 0002 through 0007)

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

(1) The Contractor shall be required to

(a) Commence work under this contract within 10 calendar days after the date the Contractor receives notice of award for the supply and manufacture of the valves and appurtenances.

(b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than the dates listed below.

(2) The Contractor shall complete all work for replacement of tainter valves #1, #2, #3, and #4 within 480 consecutive calendar days after receipt of notice of award. On-site work, including field verification of dimensions, shall not commence prior to satisfactory submission of payment and performance bonds, receipt of Notice to Proceed, as well as required pre-construction submittals.

(3) Work Windows

a) Valves #1 and #3 shall be installed first. They shall be installed during one 45 consecutive calendar day period. The 45 day period will commence when the Government bulkheads are installed allowing the Contractor to begin dewatering the tainter valve shafts and culverts. The valves shall be installed, tested, and ready for operation at the end of the 45 day period.

b) Valves #2 and #4 shall be installed second. They shall be installed during one 45 consecutive calendar day period. The 45 day period will commence when the Government bulkheads are installed allowing the Contractor to begin dewatering the tainter valve shafts and culverts. The valves shall be installed, tested, and ready for operation at the end of the 45 day period.

c) Both tainter valves and all appurtenant items required for a complete installation shall be on-site and approved prior to commencement of each 45 day period. Allow a minimum of one week between 45 day periods for Government work activities. Provide a minimum of 14 calendar days written notice each time bulkheads are to be installed.

(4) Navigation Lock Outages

a) 2018 - The navigation lock at McNary Dam will be out of service for annual maintenance for two weeks, tentatively scheduled beginning at 0600, 24 Feb 2018 through 2359, 11 March 2018.

b) 2019 - The navigation lock at McNary Dam will be out of service for annual maintenance for two weeks during March 2019. Dates for the outage have not yet been determined.

c) During the navigation lock outages, the water surface elevation in the navigation lock will be held at tailrace elevation. The Contractor may continue working on the tainter valve replacement during the navigation lock outage.

(5) The Contractor shall complete final cleanup and demobilization within 15 calendar days after completion of work in paragraph (2) above.

(6) The Contractor shall complete final submission of O&M manuals, working “as-built” contract drawings and final approved versions of Contractor prepared drawings (see SECTION 01 78 00.00 28) within 30 calendar days after completion of work paragraph (2) above .

(End of Clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amounts specified below for each calendar day of delay until the work is completed or accepted.

(1) The sum of $2,396.00 for each calendar day of delay in completing the work in 52.211-10.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

SECTION H - SPECIAL CONTRACT REQUIREMENTS

LISTING OF GOVERNMENT-FURNISHED PROPERTY

(a) The following items will be made available to the Contractor at the McNary Dam Powerhouse. The hours of operation are 6:30 a.m. to 5:00 p.m., Monday through Thursday and is closed on Fridays, weekends and Federal holidays. The Contractor will verify the condition of the property and acknowledge receipt in writing to the Contracting Officer. The Contractor shall provide the Government a minimum 48-hour notice prior to the date that receipt of Government Furnished Property is required.

The following will be provided to the Contractor for incorporation (installation) into the work.

deleted “BASE ITEMS” and “OPTIONAL ITEMS” from the list below

(a) The following items will be made available to the Contractor at the McNary Dam Powerhouse. The hours of operation are 6:30 a.m. to 5:00 p.m., Monday through Thursday and is closed on Fridays, weekends and Federal holidays. The Contractor will verify the condition of the property and acknowledge receipt in writing to the Contracting Officer. The Contractor shall provide the Government a minimum 48-hour notice prior to the date that receipt of Government Furnished Property is required.

The following will be provided to the Contractor for incorporation (installation) into the work.

Item No.

Description Quantity Unit Acquisition

Cost

Total Acquisition

Cost 1 Valve 1 Seal Mold #4226 – Upper Right Corner 1 $25,000 $25,000 2 Valve 1 Seal Mold #4250 – Upper Left Corner 1 $25,000 $25,000 3 Valve 3 Seal Mold #4290 – Upper Right Corner 1 $25,000 $25,000 4 Valve 3 Seal Mold #4291 – Upper Left Corner 1 $25,000 $25,000 5 Valves 1 & 3 Seal Mold #203D-1011R – Bottom

Right Corner 1 $20,000 $20,000 6 Valves 1 & 3 Seal Mold #203D-1011L – Bottom

Left Corner 1 $20,000 $20,000 7 Valves 1 & 3 Seal Mold #4677 – Bottom Seal 1 $12,000 $12,000 8 Valves 1 & 3 Seal Mold #3848 – Side & Top 3”

J-Bulb 1 $25,000 $25,000 9 Valves 1 & 3 Seal Mold #3849 – 3” J-Bulb

Splice 1 $4,000 $4,000 10 Valves 1 & 3 Seal Mold #4677 – Splice 1 $4,000 $4,000 11 Valves 2 & 4 Seal Mold #4290 – Upper Right

Corner 1 $25,000 $25,000 12 Valves 2 & 4 Seal Mold #4291 – Upper Left

Corner 1 $25,000 $25,000 13 Valves 2 & 4 Seal Mold #203D-1011R – Bottom

Right Corner 1 $20,000 $20,000 14 Valves 2 & 4 Seal Mold #203D-1011L – Bottom

Left Corner 1 $20,000 $20,000 15 Valves 2 & 4 Seal Mold #4677 – Bottom Seal 1 $12,000 $12,000 16 Valves 2 & 4 Seal Mold #3848 – Side & Top 3”

J-Bulb 1 $25,000 $25,000 17 Valves 2 & 4 Seal Mold #3849 – 3” J-Bulb

Splice 1 $4,000 $4,000 18 Valves 2 & 4 Seal Mold #4677 – Splice 1 $4,000 $4,000

(b) The above estimated acquisition cost is applicable to accounting for Government-furnished property. This cost shall not be included by the Contractor in the proposal price. (52.245-1, Government Property)

TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with CLAUSE: DEFAULT (FIXED-PRICE CONSTRUCTION) of the CONTRACT CLAUSES. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. A weather delay day is any day when the maximum temperature does not exceed 32 degrees Fahrenheit or when 0.10 inch or more of precipitation occurs. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

Monthly Anticipated Adverse Weather Delay Work Days Based on (7) Day Work Week

Location Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec McNary Dam 8 3 3 2 3 2 0 1 1 2 4 12

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work.

Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number “Anticipated Adverse Weather Delay Work Days”, above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days and issue a modification in accordance with the CLAUSE: DEFAULT (FIXED PRICE CONSTRUCTION) of the

CONTRACT CLAUSES.

SECTION I - CONTRACT CLAUSES

Section I

Construction Clauses – Applicable to all onsite work (CLIN’s 0002 through 0007)

Clauses Incorporated By Reference

52.202-1 Definitions NOV 2013 52.203-3 Gratuities APR 1984 52.203-5 Covenant Against Contingent Fees MAY 2014 52.203-6 Restrictions on Subcontractor Sales to the Government SEP 2006 52.203-7 Anti-Kickback Procedures MAY 2014 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal MAY 2014 or Improper Activity 52.203-10 Price or Fee Adjustment for Illegal or Improper Activity MAY 2014 52.203-12 Limitation on Payments to Influence Certain Federal Transactions OCT 2010 52.203-17 Contractor Employee Whistleblower Rights and Requirement To APR 2014 Inform Employees of Whistleblower Rights 52.204-2 Alt. II Security Requirements APR 1984 52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper May 2011 52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards OCT 2016 52.204-13 System for Award Management Maintenance 52.204-16 Commercial and Governmnet Entity Code Reporting JUL 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.209-6 Protecting the Government’s Interest When Subcontracting with OCT 2015 Contractors Debarred, Suspended, or Proposed for Debarment 52.209-9 Updates of Publily Available Information Regarding Responsibility JUL 2013 Matters 52.209-10 Prohibition on Contracting With Inverted Domestic Corporations NOV 2015 52.211-13 Time Extensions SEP 2000 52.215-2 Audit and Records—Negotiation OCT 2010 52.215-11 Price Reduction for Defective Cost or Pricing Data—Modifications AUG 2011 52.215-13 Subcontractor Cost or Pricing Data—Modifications OCT 2010 52.215-15 Pension Adjustments and Asset Reversions OCT 2010 52.215-18 Reversion or Adjustment of Plans for Postretirement Benefits (PRB) JUL 2005 Other Than Pensions 52.215-21 Requirements for Certified Cost or Pricing Data and Data Other Than OCT 2010 Certified Cost or Pricing Data—Modifications 52.219-6 Notice of Total Small Business Set-Aside NOV 2011 52.219-14 Limitations on Subcontracting JAN 2017 52.219-8 Utilization of Small Business Concerns OCT 2014 52.219-28 Post-Award Small Business Program Representation JUL 2013 52.222-3 Convict Labor JUN 2003 52.222-4 Contract Work Hours and Safety Standards Act – Overtime MAY 2014 Compensation 52.222-6 Construction Wage Rate Requirements MAY 2014 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records MAY 2014 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with Copeland Act Requirements FEB 1988 52.222-11 Subcontracts (Labor Standards) MAY 2014 52.222-12 Contract Termination – Debarment MAY 2014 52.222-13 Compliance with Construction Wage Rate Requirements and Related MAY 2014 Regulations

52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-21 Prohibition of Segregated Facilities APR 2015 52.222-26 Equal Opportunity APR 2015 52.222-27 Affirmative Action Compliance Requirements for Construction APR 2015 52.222-35 Equal Opportunity for Veterans OCT 2015 52.222-36 Equal Opportunity for Workers with Disabilities JUL 2014 52.222-37 Employment Reports on Veterans FEB 2016 52.222-38 Compliance with Veterans’ Employment Reporting Requirements FEB 2016 52.222-40 Notification of Employee Rights Under the National Labor DEC 2010 Relations Act 52.222-50 Combating Trafficking in Persons MAR 2015 52.222-54 Employment Eligibility Verification OCT 2015 52.222-55 Minimum Wages Under Executive Order 13658 DEC 2015 52.222-59 Compliance With Labor Laws (Executive Order 13673) DEC 2016 52.222-60 Paycheck Transparency (Executive Order 13673) OCT 2016 52.222-61 Arbitration of Contractor Employee Claims (Executive Order 13673) DEC 2016 52.222-62 Paid Sick Leave Under Executive Order 13706 JAN 2017 52.223-2 Affirmative Procurement of Biobased Products Under Service And SEP 2013 Construction Contracts 52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 52.223-6 Drug-Free Workplace MAY 2001 52.223-17 Affirmative Procurement of EPA-Designated Items in Service and MAY 2008 Construction Contracts 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While AUG 2011 Driving 52.225-13 Restrictions on Certain Foreign Purchases JUN 2008 52.227-1 Authorization and Consent DEC 2007 52.227-2 Notice and Assistance Regarding Patent and Copyright Infringement DEC 2007 52.227-4 Patent Indemnity – Construction Contracts DEC 2007 52.228-2 Additional Bond Security OCT 1997 52.228-5 Insurance – Work on a Government Installation JAN 1997 52.228-11 Pledges of Assets JAN 2012 52.228-12 Prospective Subcontractor Requests for Bonds MAY 2014 52.228-14 Irrevocable Letter of Credit NOV 2014 52.228-15 Performance and Payment Bonds – Construction OCT 2010 52.229-3 Federal, State, and Local Taxes FEB 2013 52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014 52.232-17 Interest MAY 2014 52.232-23 Alt I Assignment of Claims – Alternate I APR 1984 52.232-27 Prompt Payment for Construction Contracts MAY 2014 52.232-33 Payment by Electronic Funds Transfer—System for Award JUL 2013 Management 52.233-1 Disputes MAY 2014 52.233-3 Protest after Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, APR 1984 Utilities and Improvements 52.236-10 Operations and Storage Areas APR 1984

52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-15 Schedules for Construction Contracts APR 1984 52.236-17 Layout of Work APR 1984 52.236-21 Alt I Specifications and Drawings for Construction APR 1984 52.236-26 Preconstruction Conference FEB 1995 52.242-13 Bankruptcy JUL 1995 52.242-14 Suspension of Work APR 1984 52.243-4 Changes JUN 2007 52.244-6 Subcontracts for Commercial Items FEB 2016 52.245-1 Government Property JAN 2017 52.245-9 Use and Charges APR 2012 52.246-12 Inspection of Construction AUG 1996 52.246-21 Warranty of Construction MAR 1994 52.248-3 Value Engineering – Construction OCT 2015 52.249-2 Alt I Termination for Convenience of the Government (Fixed-Price) APR 2012 52.249-10 Default (Fixed-Price Construction) APR 1984 52.253-1 Computer Generated Forms JAN 1991 252.201-7000 Contracting Officer’s Representative DEC 1991 252.203-7000 Requirements Relating to Compensation of Former DoD Officials SEP 2011 252.203-7001 Prohibition on Persons Convicted of Fraud or Other Defense-Contract- DEC 2008 Related Felonies 252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.204-7003 Control of Government Personnel Work Product APR 1992 252.204-7005 Oral Attestation of Security Responsibilities NOV 2001 252.204-7012 Safeguarding Covered Defense Information and Cyber Incident DEC 2015 Reporting 252.205-7000 Provision of Information to Cooperative Agreement Holders DEC 1991 252.209-7004 Subcontracting with Firms that are Owned or Controlled by the OCT 2015 Government of a Country that is a State Sponsor of Terrorism 252.215-7000 Pricing Adjustments DEC 2012 252.219-7003 Small Business Subcontracting Plan (DoD Contracts) OCT 2014 252.223-7001 Hazard Warning Labels DEC 1991 252.223-7006 Prohibition on Storage and Disposal of Toxic and Hazardous SEP 2014 Materials 252.225-7012 Preference For Certain Domestic Commodities FEB 2013 252.227-7033 Rights in Shop Drawings APR 1966 252.231-7000 Supplemental Cost Principles DEC 1991 252-232-7003 Electronic Submission of Payment Requests and Receiving Reports JUL 2012 252.232-7010 Levies on Contract Payments DEC 2006 252.236-7000 Modification Proposals – Price Breakdown DEC 1991 252.243-7001 Pricing of Contract Modifications DEC 1991 252.243-7002 Requests for Equitable Adjustment DEC 2012 252.244-7000 Subcontracts for Commercial Items JUN 2013 252.245-7001 Tagging, Labeling, and Marking of Government-Furnished Property APR 2012 252.245-7002 Reporting Loss of Government Property APR 2012 252.245-7003 Contractor Property Management System Administration APR 2012 252.245-7004 Reporting, Reutilization, and Disposal SEP 2016 252.247-7023 Transportation of Supplies by Sea APR 2014

Clauses Incorporated By Full Text

52.225-9 - Buy American–Construction Materials (May 2014)

(a) Definitions. As used in this clause--

“Commercially available off-the-shelf (COTS) item”—

(1) Means any item of supply (including construction material) that is—

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products.

“Component” means an article, material, or supply incorporated directly into a construction material.

“Construction material” means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site.

Materials purchased directly by the Government are supplies, not construction material.

“Cost of components” means--

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

“Domestic construction material” means—

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if—

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

“Foreign construction material” means a construction material other than a domestic construction material.

“United States” means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements the 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows: ______ [Contracting Officer to list applicable excepted materials or indicate “none”]

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American statute to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American statute.

(1)

(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison

Construction material description Unit of measure Quantity Price (dollars) *

Item 1

Foreign construction material

Domestic construction material

Item 2

Foreign construction material

Domestic construction material

[List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.]

[Include other applicable supporting information.] [*Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).]

(End of Clause)

52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

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

(End of clause)

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

(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:

Drawing Number

Sheet Number

Title

Revision Number

Date

McNary Lock and Dam Navigation Lock Tainter Valves Replacement

GENERAL

MDG-1-0-0/599 G-001 COVER SHEET AND LOCATION MAPS

A

9/15/17

MDG-1-0-0/600 G-002 INDEX TO DRAWINGS

A B

9/15/17 9/19/17

MDG-1-0-0/601 G-003 GENERAL NOTES

B C

9/15/17 9/19/17

MDG-1-0-0/602 G-101 GENERAL NAVLOCK PLAN

A B

9/15/17 9/19/17

MDG-1-5-0/35 G-102 ISOMETRIC 1

A B

9/15/17 9/19/17

MDG-1-5-0/36 G-103 CRANE STAGING AREAS

A B

9/15/17 9/19/17

MDG-1-5-0/37 G-104 CRITICAL DIMENSION SHEET A 9/15/17

MDG-1-5-0/38 G-301

VALVE SHAFT SECTION - COMPONENT

IDENTIFICATION

A 9/15/17

STRUCTURAL

MDN-1-5-5/8 SA101

PLANS FOR VALVE BODY - SECTIONS AND

DIMENSIONS

A 9/15/17

MDN-1-5-5/9 SA201 ELEVATIONS FOR - SECTIONS AND DIMS A 9/15/17

MDN-1-5-5/10 SA301 SECTIONS AND DIMENSIONS - FOR VALVE A 9/15/17

MDN-1-5-5/11 SA302 SECTIONS AND DIMS FOR VALVE A 9/15/17

MDN-1-5-5/12 SA303 SECTIONS AND DIMENSIONS FOR VALVE A 9/15/17

MDN-1-5-5/13 SA501 DETAILS - SKIN PLATE AND WT A 9/15/17

MDN-1-5-5/14 SA502 DETAILS - SKIN PLATE AND WT A 9/15/17

MDN-1-5-5/15 SA503 STIFFENER DETAILS

A B

9/15/17 9/19/17

MDN-1-5-5/7 SD101

DEMOLITION OF VALVE AND - REMOVAL AND

REINSTALLATION - OF ITEMS

A 9/15/17

MDN-1-5-5/17 SE201 ELEVATION - OF TRUNNION HUB A 9/15/17

MDN-1-5-5/18 SE501 DETAILS - TRUNION HUB A 9/15/17

MDN-1-5-5/19 SG501 DETAILS - LIFTING EYE A 9/15/17

MDN-1-5-5/20 SH901 TRUNNION BASE A 9/15/17

MDN-1-5-5/21 SJ501 DETAILS - VALVE 1 SEAL ASSEMBLY A 9/15/17

MDN-1-5-5/22 SJ502 DETAILS - VALVE 3 SEAL ASSEMBLY A 9/15/17

MDN-1-5-5/23 SJ503

DETAILS - SIDE SEAL KEEPER PLATE, -

CLAMPING BAR, AND J-BULB SEAL

A 9/15/17

MDN-1-5-5/24 SJ504

DETAILS - BOTTOM SEAL AND - KEEPER

PLATE

A 9/15/17

MDN-1-5-5/25 SJ505

SEAL DETAILS - BOTTOM SEAL STIFFNER

PLATE

A 9/15/17

MDN-1-5-5/26 SJ506 SEAL DETAILS - VALVE 1 TOP CORNER SEAL A 9/15/17

MDN-1-5-5/27 SJ507 DETAILS - BOTTOM CORNER SEALS A 9/15/17

MDN-1-5-5/28 SJ508 SEAL DETAILS - VALVE 3 TOP CORNER SEAL

A B

9/15/17 9/19/17

MDN-1-5-5/29 SJ509 SEAL DETAILS A 9/15/17

MECHANICAL

MDN-1-3-5/10 M-001 MECHANICAL - BILL OF MATERIALS

A B

9/15/17 9/19/17

MDN-1-3-5/13 M-101 MECHANICAL - VALVE KEY PLAN A 9/15/17

MDN-1-3-5/14 M-201

SHEET TITLE 1 - MECHANICAL - KEY

ELEVATIONS

A 9/15/17

MDN-1-3-5/15 MA501

DETAILS - TRUNION PIN, BUSHING, AND

KEEPER

A 9/15/17

MDN-1-3-5/16 MA502

DETAILS - INTERMEDIATE ROD AND - GUIDE

POSITION INDICATOR

A 9/15/17

MDN-1-3-5/17 MA503

DETAILS - INTERMEDIATE ROD AND - GUIDE

POSITION INDICATOR

A 9/15/17

MDN-1-3-5/18 MA504 DETAILS - X-HEAD GUIDE AND MOUNTING A 9/15/17

MDN-1-3-5/19 MA505 DETAILS - CONNECTING ROD AND BUSHING

A B

9/15/17 9/19/17

MDN-1-3-5/20 MA506

CROSSHEAD AND ROD GUIDE - ANCHOR

DETAIL

A 9/15/17

MDN-1-3-5/21 MB201 SECTIONS - LUBE LINE A 9/15/17

MDN-1-3-5/11 MD101 DEMOLITION - LUBE LINE A 9/15/17

MDN-1-3-5/12 MD102 DEMOLITION - PUSH-PULL RODS A 9/15/17

MDN-1-3-5/22 ME101

DETAILS - TRUNNION BASE LINE BORE - AND

CATHODIC PROTECTION

MDN-1-3-5/23 ME501 DETAILS - TRUNNION PARTS A 9/15/17

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.

MDN-1-3-5/3 FIO-001

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - GENERAL ASSEMBLY

A 9/15/17

MDN-1-3-5/4 FIO-002

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE LINER - ASSEMBLY

A 9/15/17

MDN-1-3-6/1 FIO-003

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - GENERAL ASSEMBLY - SCHEME

"A"

A 9/15/17

MDN-1-3-6/2 FIO-004

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - CONNECTING ROD & GUIDES

A 9/15/17

MDN-1-3-6/4 FIO-005

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - CROSSHEAD & GUIDE DETAILS

MDN-1-3-6/5A FIO-006

MACHINERY - CYLINDER, PISTON & ROD

DETAILS

A 9/15/17

MDN-1-3-6-6A FIO-007

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - VALVE POSITION INDICATOR -

SCHEME "A"

A 9/15/17

MDN-1-3-6/7A FIO-008

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - LUBRICATION SYSTEM

A 9/15/17

MDN-1-3-6/9B FIO-009

FOR INFORMATION ONLY - TAINTER VALVE

MACH'Y. PARTS LIST - -SCHEME "A"-

A 9/15/17

MDN-1-3-6/16 FIO-010

FOR INFORMATION ONLY - TAINTER VALVE

CONTROLS - UPSTREAM-I SCHEME A

A 9/15/17

MDN-1-3-6/20 FIO-011

FOR INFORMATION ONLY - TAINTER VALVE

CONTROLS - DOWNSTREAM-V SCHEME A

A 9/15/17

MDN-1-3-6/22 FIO-012

FOR INFORMATION ONLY - TAINTER VALVE

CONTROLS - DETAILS VII - SCHEME A

A 9/15/17

MDN-1-3-6/24 FIO-013

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - GENERAL ASSEMBLY - SCHEME

B

A 9/15/17

MDN1-3-6/25 FIO-014

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - CYL. INDICA- - TOR & CAM

CONTROL ASSEM - SCHEME "B"

A 9/15/17

MDN-1-3-6/26 FIO-015

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - INDICATOR AND MISC. DETAILS

SCHEME B

A 9/15/17

MDN-1-3-6/27 FIO-016

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - OPERATIONAL CURVES

A 9/15/17

MDN-1-3-6/29 FIO-017

FOR INFORMATION ONLY - TAINTER VALVE

CONTROLS - DIGRAMATIC - SCHEME B

A 9/15/17

MDN-1-3-6/31 FIO-018

FOR INFORMATION ONLY - TAINTER VALVE

MACH'Y. PARTS LIST - SCHEME B

A 9/15/17

MDN-1-4-1/6 FIO-019

FOR INFORMATION ONLY - NAVIGATION

LOCK - ELEVATIONS - MONOLITHS 29, 31, 35,

37, 39, 41 & 43

A 9/15/17

MDN-1-4-1/16 FIO-020

FOR INFORMATION ONLY - NAVIGATION

LOCK - DETAILS - MONOLITHS 31, 33, 35, 37 &

A 9/15/17

MDN-1-5-1/3 FIO-021

FOR INFORMATION ONLY - TAINTER VALVE

SHAFT - MISCELLANEOUS METAL I

A 9/15/17

MDN-1-5-6/1 FIO-022

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE

A 9/15/17

MDN-1-5-6/2 FIO-023

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE

A 9/15/17

MDN-1-5-6/3 FIO-024

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE - SEALS AND

TRUNNION

A 9/15/17

MDN-1-5-6/6 FIO-025

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE NO. 1 - TOP SEAL

DETAILS

A 9/15/17

MDN-1-5-1/2 FIO-026

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE SHAFT - EMBEDDED

STEEL

MDN-2-3-6/2 FIO-027

MACHINERY - GENERAL ASSEMBLY

A 9/15/17

MDN-2-4-1/60 FIO-028

FOR INFORMATION ONLY - NAVIGAITON

LOCK - GENERAL PLAN AND VICINITY MAP

A 9/15/17

MDN-2-4-5/1 FIO-029

FOR INFORMATION ONLY - NAVIGATION

LOCK - FILLING & EMPTYING SYSTEM

A 9/15/17

MDN-2-5-1/4 FIO-030

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE SHAFT -

MISCELLANEOUS METAL - I

A 9/15/17

MDN-2-5-1/15 FIO-031

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE SHAFT - COVER

A 9/15/17

MDN-2-5-6/1 FIO-032

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE - LIFTING EYE

MODIFICATION

A 9/15/17

D-2156 FIO-033

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY-INTERMEDIATE - ROD,

CROSSHEAD, GUIDE, RETAINER, ETC.

A 9/15/17

D-2157 FIO-034

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY-CROSSHEAD GUIDE - & SUPPORT,

CONNECTING ROD,BUSHINGS, ETC.

A 9/15/17

D-2158 FIO-035

FOR INFORMATION ONLY - TAINTER VALVE-

ASSEMBLY OF CROSSHEAD, - GUIDE AND

CONNECTING ROD; MISC PARTS

A 9/15/17

D-2159 FIO-036

FOR INFORMATION ONLY - TAINTER VALVE -

ASSEMBLY OF HYDRAULIC - HOIST, INTER.

ROD & GUIDE, MISC. DETAILS

A 9/15/17

D-2160 FIO-037

FOR INFORMATION ONLY - TAINTER VALVE

MACH. - VALVE POSITION - INDICATOR,

GUIDES, ROD, BASES, ETC.

A 9/15/17

D-2161 FIO-038

FOR INFORMATION ONLY - TAINTER VALVE

MACHINERY - VALVE - POSITION INDICATOR -

ASSEMBLY & DETAILS

A 9/15/17

D-2162 FIO-039

FOR INFORMATION ONLY - HYDRAULIC

SYSTEM - TAINTER VALVE - CONTROLS -

SYMBOLIC DIAGRAM - SCHEME B

A 9/15/17

D-2181 FIO-040

FOR INFORMATION ONLY - TAINTER VALVE

OPERATING MACHINERY - ASSEMBLIES -

LUBRICATION SYSTEM

A 9/15/17

D-2182 FIO-041

FOR INFORMATION ONLY - TAINTER VALVE

OPERATING MACHINERY - DETAILS -

LUBRICATION SYSTEM

A 9/15/17

A203D1002 FIO-042

FOR INFORMATION ONLY - TRUNNION ARM

ASSEMBLY

A 9/15/17

A203E1017 FIO-043

FOR INFORMATION ONLY - TAINTER GATE

SEAL ASSEMBLY

A 9/15/17

A203F1000 FIO-044

FOR INFORMATION ONLY - ASSEMBLY GATE

& LINERS

A 9/15/17

230D1001 FIO-045 FOR INFORMATION ONLY - TRUNNION BASE A 9/15/17

230D1002 FIO-046 FOR INFORMATION ONLY - TRUNNION ARM A 9/15/17

203D1010R FIO-047

FOR INFORMATION ONLY - TOP CORNER SEAL

FOR GATE

A 9/15/17

203D1011R FIO-048

FOR INFORMATION ONLY - BOTTOM CORNER

SEAL FOR GATE

203D1012R FIO-049

FOR INFORMATION ONLY - SIDE SEAL KEEPER

FOR GATE

A 9/15/17

203D1013 FIO-050

FOR INFORMATION ONLY - BOTTOM SEAL

KEEPER FOR GATE

A 9/15/17

203D1014 FIO-051 FOR INFORMATION ONLY - TOP SEAL KEEPER A 9/15/17

203F1017 FIO-052 FOR INFORMATION ONLY - TAINTER GATE A 9/15/17

8982-54 FIO-053

FOR INFORMATION ONLY - NAVLOCK

GRATING SUPPORTS

A 9/15/17

316 FIO-054

FOR INFORMATION ONLY - ACTUAL EXISTING

ANCHOR BOLT SETTINGS - TAINTER VALVE

TRUN. ANCHORAGE MONOLITH 11

A 9/15/17

318 FIO-055

FOR INFORMATION ONLY - ACTUAL EXIST.

ANCHOR BOLT SETTINGS TAINTER - VALVE

TRUNNION ANCHORAGE MONOLITH 35

A 9/15/17

344 FIO-056

FOR INFORMATION ONLY - NAVIGATION

LOCK - TAINTER VALVE LIFTING LUG

A 9/15/17

357 FIO-057

FOR INFORMATION ONLY - MODIFICATIONS

TO TOP SEAL ASSEMBLY - TAINTER VALVE

NO. ONE

A 9/15/17

407 FIO-058

FOR INFORMATION ONLY - TAINTER VALVE -

GRAPHIC DETERMINATION - OF CROSSHEAD

MOVEMENT

A 9/15/17

415 FIO-059

FOR INFORMATION ONLY - TAINTER VALVE

SHAFT - HOUSING FOR LUBRICATION LINES

A 9/15/17

415-2 FIO-060

FOR INFORMATION ONLY - TAINTER VALVE

SHAFT - HOUSING - FOR LUBRICATION LINES

ASSEMBLY

A 9/15/17

949 FIO-061

FOR INFORMATION ONLY - MODIFICATONS TO

TAINTER VALVE - TOP SEAL PLATE

A 9/15/17

7050-10 FIO-062

FOR INFORMATION ONLY - TAINTER VAVLE

TRUNNION ANCHORAGE

A 9/15/17

V-36 FIO-063

FOR INFORMATION ONLY - DETAIL OF

TRUNNION ANCHORAGE - FOR FABRICATION

BY GILMORE

A 9/15/17

203E2000 FIO-064

FOR INFORMATION ONLY - SHOP DRAWING -

CULVERT LINER TOP CASTING

A 9/15/17

203E2002 FIO-065

FOR INFORMATION ONLY - SHOP DRAWING -

VALVE LINER BOTTOM PLATE

A 9/15/17

203E2003 FIO-066

FOR INFORMATION ONLY - SHOP DRAWING -

VALVE LINER TOP PLATE

A 9/15/17

MDN-2-3-5/1 FIO-067

FOR INFORMATION ONLY - NAVIGATION

LOCK - UPSTREAM - UNWATERING SYSTEM -

EMBEDDED PIPING

A 9/15/17

MDN-1-3-5/2 FIO-068

FOR INFORMATION ONLY - NAVIGATION

LOCK - DOWNSTREAM - UNWATERING

SYSTEM - EMBEDDED PIPING

A 9/15/17

MDN-1-4-1/15 FIO-069

FOR INFORMATION ONLY - DETAILS -

MONOLITHS 7 & 9 & 11 & 13

A 9/15/17

MDN-1-5-1/9 FIO-070

FOR INFORMATION ONLY - CABLE FENDER

MACHINERY PITS - COVER & EMBEDDED

STEEL

THE FOLLOWING DRAWINGS ARE ADDED BY

AMENDMENT 4

MDN-2-4-1/1 FIO-071

FOR INFORMATION ONLY – NAVIGATION

LOCK – MONOLITHS 4, 6, 8 – BELOW ELEV. 280

MDN-1-4-1/3 FIO-072

LOCK –

PLAN – MONOLITHS 28 TO 43

MDN-1-4-1/7 FIO-073

LOCK – ELEVATIONS – MONOLITHS 2, 4, 6, 8, 10

& 12

MDN-1-4-1/9 FIO-074

LOCK – ELEVATIONS – MONOLITHS 28, 30, 32,

34, 36, 38, 40 & 42

MDN-1-4-1/14 FIO-075

LOCK – DETAILS – MONOLITHS 4, 6, 8, 10 & 12

(End of drawing list)

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 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.

UAI 5152.249-9000 - Basis for Settlement of Proposals (MAR 2009) Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under FAR 49.206-2(b). In evaluating a terminations settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:

(1) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(2) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(3) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(4) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of FAR 31.205-11).

(5) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

(End of clause) UAI 5152.236-9009 - Partnering (FEB 2000)

In order to most effectively accomplish this contract, the Government proposes to form a partnership with the Contractor to develop a cohesive building team. It is anticipated that this partnership would involve the Contractor, primary subcontractors and designers and the Corps of Engineers. This partnership would strive to develop a cooperative management team drawing on the strengths of each team member in an effort to achieve a quality project within budget and on schedule. This partnership would be bilateral in membership and participation will be totally voluntary. Any cost associated with effectuating this partnership, excluding travel and lodging cost of Government personnel, will be borne by each party. The partnering meetings shall be held in a place acceptable to both parties. Costs associated with partnering will be negotiated bilaterally after award.

http://farsite.hill.af.mil/reghtml/regs/far2afmcfars/fardfars/far/49.htm#P332_61981 http://farsite.hill.af.mil/reghtml/regs/far2afmcfars/fardfars/far/31.htm#P489_93024

UAI 5152.231-9000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

(a) This clause does not apply to terminations. See UAI 5152.249-9000, Basis for Settlement of Proposals, and Federal Acquisition Regulation (FAR) part 49.

(b) Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region [insert Roman numeral for the appropriate region of the schedule]. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

(End of Summary of Changes)

McNary Navigation Lock Tainter Valves Replacement W912EF17R0048

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 16.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 57 30.00 28 DEWATERING OF WORK AREAS

01 78 00.00 28 CLOSEOUT SUBMITTALS

DIVISION 05 - METALS

05 50 03.