Amd0003.pdf

AMENDMENT NO. 0003 Rehabilitation and Painting Tainter Gates W912BV-09-R-1014 Fort Gibson Dam, Oklahoma and John Redmond Dam, Kansas

AMENDMENT OF SOLICITATION

1. CONTRACTOR ID CODE

NOT APPLICABLE (NA) PAGE 1 OF 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If Applicable)

0003 19 June 2009 NA NA

6. ISSUED BY

CODE

7. ADMINISTERED BY (If other than Item 6)

CODE

DISTRICT ENGINEER

TULSA DISTRICT, CORPS OF ENGINEERS

1645 SOUTH 101ST EAST AVENUE

TULSA, OK 74128-4609

NA

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (%) 9A. AMENDMENT OF SOLICITATION NO.

W912BV-09-R-1014

% 9B. DATED (SEE ITEM 11)

20 May 2009

10A. MODIFICATION OF CONTRACT/ORDER NO.

NA

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE NA

11. THIS ITEM APPLIES ONLY 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 Offers is extended, x is not extended.

The Proposal Due Date remains 29 June 2009, 4:00 p.m. local time as previously announced.

Offers 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 ACKNOWLEDGEMENT 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)

NA

NA 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.)

SEE ATTACHED CONTINUATION SHEET

NOTE: IN THIS AMENDMENT “SOLICITATION NO.”, “OFFER”, AND “OFFEROR” MEAN “INVITATION NO.”, “BID”, AND “BIDDER”, RESPECTIVELY Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as hertofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

NA

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

NA NA

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

NSN 7540-01-162-8070 30-105-02 STANDARD FORM 30 (REV. 10-8)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

AMENDMENT 0003

RFP NO. W912BV-09-R-1014

REHABILITATION AND PAINTING TAINTER GATES

FORT GIBSON DAM, OKLAHOMA AND JOHN REDMOND DAM, KANSAS

The proposal documents shall be revised as follows:

SPECIFICATIONS

TABLE OF CONTENTS - Delete Table of Contents and replace with new Table of Contents attached hereto.

PROPOSAL SCHEDULE - Delete Proposal Schedule and replace with new Proposal Schedule attached hereto.

SECTION 00100, BIDDING SCHEDULE/INSTRUCTION TO BIDDERS – Page numbers are incorrect. Change all page numbers from "00800- " to "00100- ".

SECTION 00800, SPECIAL CONTRACT REQUIREMENTS – Delete Section 00800 and replace with new Section 00800 attached hereto.

SECTION 01 27 00, MEASUREMENT AND PAYMENT – Delete Section 01 27 00 and replace with new Section 01 27 00 attached hereto.

SECTION 01 58 00, BULLETIN BOARD, PROJECT SIGN, AND SAFETY SIGN – The requirements of Engineering and Construction Bulletin No. 2009-14 attached hereto shall become a part of Section 01 58 00 and this contract.

SECTION 11287, TAINTER GATE ROLLER CHAINS – Delete Section 11287 and replace with new Section 11287 attached hereto.

BABBIT REPAIR PROCEDURE – Delete this document from the specifications.

DRAWINGS

FORT GIBSON DAM – Delete drawing C1/1 and replace with new drawing C1/1.1 attached hereto.

FORT GIBSON DAM – Delete drawings C111-1320, C111-1379, and C111-1380 and replace with new drawings of the same number attached hereto.

FORT GIBSON DAM – Append drawing titled "Chain Details" attached hereto to the end of the previously issued Fort Gibson Dam drawings.

FORT GIBSON DAM – Append drawings C111-1986 and C111-1987.1 attached hereto to the end of the previously issued Fort Gibson Dam drawings. These two drawings are for information only.

INFORMATION

Pre-Proposal Meeting Agendas and minutes from the Pre-Proposal meetings held on June 8 and 9, 2009 are provided herewith.

Photographs of the Ft. Gibson bulkhead before recent complete rehabilitation are provided for reference only.

TABLE OF CONTENTS

FT. GIBSON DAM, OKLAHOMA & JOHN REDMOND DAM, KANSAS

Revised by Amendment 0003

TOC-1

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS (* - See Below)

00010 SOLICITATION, OFFER, AND AWARD

00050 PROJECT DESCRIPTION - SCOPE OF WORK (FT. GIBSON DAM ONLY)

00100 BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

00110 PROPOSAL PREPARATION

00120 PROPOSAL EVALUATION AND CONTRACT AWARD

00600 REPRESENTATIONS & CERTIFICATIONS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS (* - See Below)

01 04 00 COORDINATION, FIELD ENGINEERING, AND MEETINGS

01 10 00 SAFETY

01 27 00 MEASUREMENT AND PAYMENT (FT. GIBSON DAM ONLY)

01 30 00 SUBMITTAL PROCEDURES

01 31 20 QUALITY CONTROL SYSTEM (QCS)

01 32 00 PROJECT SCHEDULE

01 44 00 CONTRACTOR QUALITY CONTROL

01 50 00 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

01 56 10 ENVIRONMENTAL PROTECTION

01 58 00 BULLETIN BOARD, PROJECT SIGN, AND SAFETY SIGN

01 60 00 MATERIAL AND EQUIPMENT

01 70 00 CONTRACT CLOSEOUT

DIVISION 05 – METALS (FT. GIBSON DAM ONLY)

05055 WELDING

05500 TAINTER GATE SIDE AND BOTTOM SEAL ASSEMBLIES

DIVISION 09 – FINISHES (FT. GIBSON DAM ONLY)

09 96 50 PAINTING: HYDRAULIC STRUCTURES

ADDITIONAL SPECIFICATIONS/INFORMATION (FT. GIBSON DAM ONLY)

11287 TAINTER GATE ROLLER CHAINS

35 01 41 TAINTER GATE HOIST CHAIN REPLACEMENT

* - Specifications in Division 00 and Division 01 of Volume 1 are for both Ft. Gibson Dam and John Redmond Dam unless stated otherwise.

TABLE OF CONTENTS

FT. GIBSON DAM, OKLAHOMA & JOHN REDMOND DAM, KANSAS

TOC-2

VOLUME 2

DIVISION 01 – GENERAL REQUIREMENTS (JOHN REDMOND DAM ONLY)

01 00 00 SCOPE OF WORK

01 14 10 SPECIAL REQUIREMENTS

01 27 00 MEASUREMENT AND PAYMENT

DIVISION 05 – METALS (JOHN REDMOND DAM ONLY)

05 50 03 MISCELLANEOUS ITEMS

05 50 14 STRUCTURAL METAL MODIFICATION AND REPAIR

DIVISION 09 – FINISHES (JOHN REDMOND DAM ONLY)

09 97 02 PAINTING OF HYDRAULIC STEEL AND CAST IRON STRUCTURES, INCLUDING

REMOVAL OF LEAD PAINT

DIVISION 26 – ELECTRICAL (JOHN REDMOND DAM ONLY)

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION (JOHN REDMOND DAM ONLY)

35 20 16 TAINTER GATE SIDE AND BOTTOM SEAL ASSEMBLIES

-- End of Project Table of Contents --

PROPOSAL SCHEDULE

REHABILITATION AND PAINTING OF TAINTER GATES

FT. GIBSON DAM, OKLAHOMA AND JOHN REDMOND DAM, KANSAS

Item Unit No. Description Quantity Unit Price Amount

00010-3

FT. GIBSON DAM, OKLAHOMA

1. Sandblast and Paint Upstream and Downstream Sides of Tainter Gates 30 EA ____ _______

2. Seal Pier Landings 31 EA ____ _______

3. Replace Hoist Platform Anchor Bolts, Nuts, and Washers 13 HST ____ _______

4. Treat Pack Rust and Seal Hoist Platform Girders 30 HST ____ _______

5. Rehabilitate Lead Sill 30 EA ____ _______

6. Inspect for and Repair Corrosion Pits on Surfaces to be Painted 6000 SI ____ _______

7. Fill Corrosion Pits with Weld Material 3000 SI ____ _______

8. Paint Hoist Machinery Platforms SUM JOB XXXX _______

9. Traffic Control SUM JOB XXXX _______

10. Mobilization/demobilization SUM JOB XXXX _______

11. Remove and Replace Side Seal Assemblies SUM JOB XXXX _______

12. Replace Hoist Chains SUM JOB XXXX _______

13. Rehabilitate/Paint Trunnion Anchorage and Assemblies

- Intermediate Piers 55 EA ____ _______

14. Rehabilitate/Paint Trunnion Anchorage and Assemblies

- End Piers 1 EA ____ _______

TOTAL PROPOSAL FT. GIBSON DAM $__________________

JOHN REDMOND DAM, KANSAS

15. Replace corroded stiffeners with 14 EA ______ _______ new stiffeners

16. Drill drain holes in existing 30 EA ______ _______ stiffeners

17. Corrosion repair over 1/8” 2200 SI ______ _______ deep by weld build-up

PROPOSAL SCHEDULE

REHABILITATION AND PAINTING OF TAINTER GATES

FT. GIBSON DAM, OKLAHOMA AND JOHN REDMOND DAM, KANSAS

Item Unit No. Description Quantity Unit Price Amount

00010-4

18. Corrosion repair under 1/8” 400 SF ______ _______ deep by epoxy filler material

19. Reblasting of surfaces 100 SF ______ _______ affected by weld build-up

20. Blast and paint tainter 11 EA ______ _______ gates

21. Blast and paint trunnion 11 EA ______ _______ anchorages

22. Rehabilitate side rollers 11 SE ______ _______

23. Rehabilitate hitch assemblies 11 SE ______ _______

24. Remove and replace anodes on 11 SE ______ _______ tainter gates

25. Remove and reinstall Sum Job xxx _______ trunnion arm inclinometers and gages on gates 13, 14, and pier

26. Replace side and bottom seal 11 SE ______ _______ assemblies with new assemblies

27. Clean blast media and debris Sum Job xxx _______ from gates and spillway and open drain holes

28. Traffic Control Sum Job xxx _______

TOTAL PROPOSAL JOHN REDMOND DAM $__________________

TOTAL PROPOSAL $__________________

EA = Each HST = Hoist SE = Set SI = Square Inches SF = Square Feet

PROPOSAL SCHEDULE NOTES

1. All costs for items of work that are not listed separately in the Proposal Schedule or specifically mentioned to be included in a particular item price shall be included in the listed item price most closely associated with the work involved.

2. This solicitation requires submission of a proposal on all items.

Failure to do so will result in the proposal being rejected without further consideration.

3. All quantities are estimated except where the unit is given as job.

4. Only one contract for the entire schedule will be awarded under this solicitation.

Revised by Am 0003 W912BV-09-R-101400800-i

SECTION 00800

INDEX OF CLAUSES

1. 52.211-13 Time Extensions SEP 2000

2. 52.246-21 Warranty of Construction MAR 1994

3. 52.0000-4001 CONTRACTING OFFICER

4. 52.0000-4002 WAGE RATES

5. 52.0000-4020 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

(ER 415-1-15)

6. 52.0000-4022 REQUIRED INSURANCE (APR 1984) (FAR 28.307-2)

7. 52.0000-4056 PARTNERING AGREEMENT

8. 52.0000-4071 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

FAR 52.0211-0010

9. 52.0000-4082 DAMAGE TO WORK

10. 52.0000-4515 SECURITY CONTRACT LANGUAGE FOR ALL CORPS OF ENGINEERS'

11. 52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

12. 52.232-5000 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (MAR 1995)--EFARS

13. 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

14. 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

Revised by Am 0003 W912BV-09-R-101400800-ii

Revised by Am 0003 W912BV-09-R-101400800-1

SECTION 00800

SPECIAL CONTRACT REQUIREMENTS

CLAUSES INCORPORATED BY REFERENCE

1. 52.211-13 Time Extensions SEP 2000

2. 52.246-21 Warranty of Construction MAR 1994

CLAUSES INCORPORATED BY FULL TEXT

3. 52.0000-4001 CONTRACTING OFFICER

The Contracting Officer signing this contract is the primary Contracting Officer on this contract. However, any Contracting Officer assigned to the Tulsa District and acting within his authority may take formal action on this contract when a contract action needs to be taken and the primary Contracting Officer is away from the office. The e-mail address for all Contracting Officers in the Tulsa District is:

Cheryl.Wickson@usace.army.mil.

4. 52.0000-4002 WAGE RATES

The following Wage Determination No.(s) are attached and made a part hereof: OK080024 dated 07/04/2008.

5. 52.0000-4020 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

(ER 415-1-15)

1. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. 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.

b. 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.

2. 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. 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 (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 5 5 4 3 3 4 3 3 3

3. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will 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 work day. The number of actual adverse weather delay days shall include

Revised by Am 0003 W912BV-09-R-101400800-2 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 of days anticipated in paragraph 2, 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 contract clause entitled "Default (Fixed Price Construction)".

6. 52.0000-4022 REQUIRED INSURANCE (APR 1984) (FAR 28.307-2)

Pursuant to the Contract Clause entitled "Insurance Work on a Government Installation", the Contractor shall procure and maintain during the entire period of his performance under this contract the following minimum insurance.

(a) Workmen's Compensation and Employers' Liability Insurance in compliance with applicable state statutes, with a minimum employers' liability coverage of $100,000.

(b) Comprehensive General Liability Insurance for bodily injury in the minimum limits of $500,000 per occurrence. No property damage liability insurance is required.

(c) Comprehensive Automobile Liability Insurance covering the operation of all automobiles used in connection with the performance of the contract in the minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury and $25,000 per occurrence for property damage.

The Contractor agrees to insert the substance of this clause, including this paragraph, in all subcontracts hereunder.

7. 52.0000-4056 PARTNERING AGREEMENT

ulsa District is an avid supporter and believer in the benefits of Partnering on our projects. Partnering is a necessary and valuable method of establishing mutual goals and working relationships among project participants, drawing on the strengths of each. As a result, the Contracting Officer or his/her representative will contact the contractor's management after contract award to discuss partnering for this project.

Partnering opportunities will be explored and degree of partnering will be discussed. Hopefully, a partnering relationship will be implemented. The Partnering relationship will not be legally binding, but will represent a commitment to work together toward common goals.

The Contractor should not include any anticipated costs for partnering in the bid or proposal. The Partnering relationship will be bilateral and participation will be voluntary. The contractor is urged to consider Partnering as a means of promoting cooperation to the advantage of the contractor and the Government.

8. 52.0000-4071 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

FAR 52.0211-0010

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 1,014 calendar days for Fort Gibson and 450 calendar days for John Redmond. Notice to Proceed for John Redmond may be issued as late as March 15, 2010. The time stated for completion shall include final cleanup of the premises.

Revised by Am 0003 W912BV-09-R-101400800-3

9. 52.0000-4082 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in the CONTRACT CLAUSE entitled "Permits and Responsibilities." However, if in the judgment of the Contracting Officer, any part of the permanent work performed by the contractor is damaged by flood or earthquake, which damage is not due to the failure of the contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work an equitable adjustment pursuant to the CONTRACT CLAUSE entitled "Changes" will be made as full compensation for the repair of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the contractor's expense, regardless of the cause of such damage.

10. 52.0000-4515 SECURITY CONTRACT LANGUAGE FOR ALL CORPS OF ENGINEERS'

UNCLASSIFIED CONTRACTS (JUL 2008)

A. AUTOMATED INFORMATION SYSTEM (AIS) EFFORT

All Contractor employees (U.S. citizens and Non- U.S. citizens) working under this contract (to include grants, cooperative agreements and task orders) who require access to Automated Information Systems (AIS), (stand alone computers, network computers/systems, e-mail) shall, at a minimum, be designated into an ADP-III position (non-sensitive) in accordance with DoD 5220-22-R, Industrial Security Regulation. The investigative requirements for an ADP-III position are a favorable National Agency Check (NAC), SF-85P, Public Trust Position. The contractor shall have each applicable employee complete a SF-85P and submit to the Contracting Officer Representative (COR) within three (3) working days after award of any contract or task order, and shall be submitted prior to the individual being permitted access to an AIS. Contractors that have a commercial or government entity (CAGE) Code and Facility Security Clearance through the Defense Security Service shall process the NACs and forward visit requests/results of NAC to the COR. For those contractors that do not have a CAGE Code or Facility Security Clearance, the contractor is responsible for providing a background check as follows:

1. PROVIDE A BACKGROUND CHECK, FOR EACH CONTRACT EMPLOYEE SCHEDULED

TO WORK UNDER THE CONTRACT FOR LESS THAN SIX (6) MONTHS, TO THE CONTRACTING

OFFICER REPRESENTATIVE (COR).

2. PROVIDE A BACKGROUND CHECK, FOR EACH CONTRACT EMPLOYEE SCHEDULED

TO WORK UNDER THE CONTRACT FOR MORE THAN SIX (6) MONTHS TO THE COR.

CONDUCT A BACKGROUND INVESTIGATION (BI) THROUGH THE DEFENSE SECURITY

SERVICE (DSS) ON ALL EMPLOYEES THAT ARE SCHEDULED TO WORK UNDER THE

CONTRACT FOR LONGER THAN SIX (6) MONTHS.

3. ONCE THE CONTRACTOR RECEIVES A RESPONSE FROM THE DSS ON THE

STATUS OF THE INVESTIGATION ON EACH INDIVIDUAL, THE CONTRACTOR SHALL

FORWARD THAT INFORMATION TO THE COR.

4. EACH CONTRACTOR WILL CONTACT THE DEFENSE SECURITY SERVICE,

1-888-282-7682 FOR GUIDANCE ON OBTAINING A BACKGROUND INVESTIGATION FOR

THEIR EMPLOYEES.

Revised by Am 0003 W912BV-09-R-101400800-4

B. FOREIGN NATIONALS

In accordance with Engineering Regulation, ER 380-1-18, Section 4, foreign nationals who work on Corps of Engineers' contracts or task orders shall be approved by the HQUSACE Foreign Disclosure Officer or higher before beginning work on the contract/task order. This regulation includes subcontractor employees. (NOTE: exceptions to the above requirement include foreign nationals who perform janitorial and/or ground maintenance services.) The contractor shall submit to the COR the names of all foreign nationals proposed for performance under this contract/task order, along with documentation to verify that he/she was legally admitted into the United States and has authority to work and/or go to school in the US.

Such documentation may include a US passport, Certificate of US citizenship (INS Form N-560 or N-561), Certificate of Naturalization (INS Form N-550 or N-570), foreign passport with I-551 stamp or attached INS Form I-94 indicating employment authorization, Alien Registration Receipt Card with photograph (INS Form I-151 or I-551), Temporary Resident Card (INS Form I-688), Employment Authorization Card (INS Form I-688A), Reentry Permit (INS Form I-327), Refugee Travel Document (INS Form I-571), Employment Authorization Document issued by the INS which contains a photograph (INS Form I-688B).

Classified contracts require the issuance of a DD Form 254 (Department of Defense Contract Security Classification Specification).

11. 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 amount of $1,068 for each calendar day of delay until the work is completed or accepted.

(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)

12. 52.232-5000 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (MAR 1995)--EFARS

(a) Pursuant to FAR clause 52.232-5, Payments Under Fixed Priced Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site will be limited to: (1) materials required by the technical provisions; or (3) materials that have been fabricated to the point where they are identifiable to an item of work required under this contract.

(b) Such payment will be made only after receipt of paid or receipted invoices or invoices with canceled check showing title to the items in the prime contractor and including the value of material and labor incorporated into the item. In addition to petroleum products, payment for materials delivered off-site is limited to the following items: N/A.

(End of clause)

Revised by Am 0003 W912BV-09-R-101400800-5

13. 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least twenty-five (25) percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

(End of clause)

14. 252.236-7001 CONTRACT DRAWINGS 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: See Drawings.

(End of clause)

Revised by Am 0003 W912BV-09-R-101400800-6

Revised by Am 0003 W912BV-09-R-101400800-7

General Decision Number: OK080024 07/04/2008 OK24

Superseded General Decision Number: OK20070024

State: Oklahoma

Construction Type: Heavy

Counties: Creek, Osage, Rogers and Wagoner Counties in Oklahoma.

HEAVY CONSTRUCTION PROJECTS (excluding sewer and water line construction, sewer & water treatment plant construction projects or construction, alteration and repair of any facility engaged in manufacturing)

Modification Number Publication Date 0 02/08/2008 1 07/04/2008

W44XGQ90707794, REHABILITATION AND PAINTING TAINTER GATES AND HATCH COVER

REPLACEMENT, FORT GIBSON LAKE, WAGONER COUNTY, OKLAHOMA

Revised by Am 0003 W912BV-09-R-101400800-8

ENGI9627-004 06/01/2007

Rates Fringes Power Equipment Operator End Dump....................$ 18.20 9.00 Grader......................$ 20.95 9.00 Oiler.......................$ 17.20 9.00 Scraper.....................$ 20.45 9.00

* IRON0584-012 06/01/2008

Rates Fringes Ironworkers:

Structural & Reinforcing....$ 22.10 10.01

SUOK1996-002 02/29/1996

Rates Fringes Carpenters:

Form setting work only......$ 9.28 All other work including form building work..........$ 10.51 Concrete Finisher................$ 10.67

ELECTRICIAN......................$ 15.63 2.40

Laborers:

Common......................$ 7.75 Landscaping.................$ 7.64 Pipelayer...................$ 8.55 Power Equipment Operator Backhoe.....................$ 11.43 Bulldozer...................$ 10.01 Crane.......................$ 11.82 Front end loader............$ 9.07 Roller......................$ 10.15 2.74 Trackhoe....................$ 9.72 Tractor.....................$ 13.50 1.26 Truck drivers:

Semi........................$ 8.46 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)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

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

Revised by Am 0003 W912BV-09-R-101400800-9

Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

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

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

Washington, DC 20210

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

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

Washington, DC 20210

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

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

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

Washington, DC 20210

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

END OF GENERAL DECISION

W44XGQ90707794, REHABILITATION AND PAINTING TAINTER GATES AND HATCH COVER

REPLACEMENT, FORT GIBSON LAKE, WAGONER COUNTY, OKLAHOMA

Revised by Am 0003 W912BV-09-R-101400800-10

SECTION 01 27 00 FORT GIBSON LAKE 1 OF 5

SECTION 01 27 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL

All costs for items of work, which are not specifically mentioned to be included in a particular bid item price, shall be included in the listed bid item price most closely associated with the work involved.

Payment for the items listed below shall constitute full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management and performing all associated Contractor quality control, environmental protection, safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

FT. GISBSON LAKE

1.2 BID ITEM 1 – SANDBLASTING AND PAINTING OF UPSTREAM AND DOWNSTREAM

SIDES OF TAINTER GATES

MEASUREMENT

Measurement shall be based on the number of tainter gates blast cleaned and painted.

PAYMENT

Payment for blasting and painting the gates will be made at the contract sum job price for bid item “Sandblast and Paint Upstream and Downstream Sides of Tainter Gates” which price shall constitute full compensation for all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the work as specified and/or shown on the drawings.

1.3 BID ITEM 2 – SEAL PIER LANDINGS

MEASUREMENT

Measurement shall be based on the number of pier landings to be sealed.

PAYMENT

Payment for the sealing of 31 pier landings will be made at the contract price per each for the bid item “Seal Pier Landings” which price shall constitute full compensation for all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the work as specified and/or shown on the drawings.

1.4 BID ITEM 3 – REPLACE HOIST PLATFORM ANCHOR BOLTS, NUTS, & WASHERS

SECTION 01 27 00 FORT GIBSON LAKE 2 OF 5

MEASUREMENT

Measurement shall be based on the number of platforms to be worked on.

PAYMENT

Payment for replacing hoist platform anchor bolts, nuts, & washers on six platforms will be made at the contract price per each for bid item “Replace Hoist Platform Anchor Bolts, Nuts, and Washers” which price and payment shall constitute full compensation for all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the work as specified and/or shown on the drawings.

1.5 BID ITEM 4 – TREAT PACK RUST AND SEAL HOIST PLATFORM GIRDERS

MEASUREMENT

Measurement shall be based on the number of platforms to be worked on.

PAYMENT

Payment for treating pack rust and sealing hoist platform girders on six platforms will be made at the contract price per each for bid item “Treat Pack Rust and Sealing Hoist Platform Girders”, which price and payment shall constitute full compensation for all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the work as specified and/or shown on the drawings.

1.6 BID ITEM 5 – REHABILITATE LEAD SILL

MEASUREMENT

Measurement will be based on the number of tainter gates at which lead sill is rehabilitated.

PAYMENT

Payment will be made at the unit price per each for the item "Rehabilitate Lead Sill". This payment shall include, but not necessarily be limited to, the removal of existing lead sill, filling with new lead, and machining of the new material to insure maximum watertight seal.

1.7 BID ITEM 6 – INSPECT FOR AND REPAIR CORROSION PITS ON SURFACES TO

BE PAINTED

MEASUREMENT

Measurement for inspecting and repairing corrosion pits on surfaces to be painted shall be based on the number of irregular corrosion pits identified and repaired.

PAYMENT

SECTION 01 27 00 FORT GIBSON LAKE 3 OF 5

Payment will be made at the unit price per each for the item "Inspect for and repair corrosion pits on surfaces to be painted". This payment shall include, but not necessarily be limited to, the inspection for pits and opening up the pits with a grinder. The painting and welding of the corrosion pits is not included in this item.

1.8 BID ITEM 7 – FILL CORROSION PITS WITH WELD MATERIAL

MEASUREMENT

Measurement for the filling of the corrosion pits on the tainter gates with weld material shall be based on the area in square inches of corrosion pits that are properly filled.

PAYMENT

Payment will be made at the unit price per each for the item "Fill corrosion pits with weld material". This payment shall include, but not necessarily be limited to, the filling of pits with weld material on the tainter gates containing corrosion pits with a depth of 1/4 inch or more. The painting of the corrosion pits is not included in this item.

1.9 BID ITEM 8 – PAINT HOIST MACHINERY PLATFORMS

MEASUREMENT

No separate measurement will be made for commercial blasting and painting of hoist machinery.

PAYMENT

Payment for cleaning, preparing for painting, and painting of all surfaces of the tainter gate hoist equipment, control panels, machinery bases, and machinery decks will be made at the contract lump sum price for bid item “Paint Hoist Machinery Platform”. Price and payment shall constitute full compensation for all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the work as specified and/or shown on the drawings.

1.10 BID ITEM 9 – TRAFFIC CONTROL

MEASUREMENT

No separate measurement will be made for this work.

PAYMENT

Payment for this work will be made at the contract sum job price for bid item, “Traffic control,” which price and payment shall constitute full compensation for materials, labor, plant, equipment and incidentals required to perform the work in accordance with the Manual of Uniform Traffic Control Devices, 2003 edition.

1.11 BID ITEM 10 – MOBILIZATION/DEMOBILIZATION

MEASUREMENT

SECTION 01 27 00 FORT GIBSON LAKE 4 OF 5

No separate measurement will be made for this work.

Payment for mobilization and demobilization of cranes, trucks, field office, scaffolding, lifts and all other items needed to perform this project, will be made at the contract sum job price for bid item, “Mobilization/demobilization,” which price and payment shall constitute full compensation for mobilization and demobilization of such items for this project.

1.12 BID ITEM 11 – REMOVE AND REPLACE SIDE SEAL ASSEMBLIES

MEASUREMENT

No separate measurement will be made for removing and replacing side seal assemblies on all 30 tainter gates.

PAYMENT

Payment for this work will be made at the contract lump sum price for bid item, “Remove and replace side seal assemblies”. This work shall include removing and installing new rubber seals, neoprene gaskets, stainless steel bolts, nuts and washers, with plastic sleeves or other suitable material to isolate the bolting assembly from the gate metal.

Seal holes in the bottom corners of the gates with rubber wedges, Devcon’s Plastic Steel Liquid B, and roof cement or approved equal.

This work shall also include the fabrication, delivery and installation of new side seal assemblies above the existing seal assembly locations in accordance with the above. Price and payment shall constitute full compensation for materials, labor, plant, equipment and incidentals required to perform the work.

1.13 BID ITEM 12 – REPLACE HOIST CHAINS

MEASUREMENT

No separate measurement will be made for replacing hoist chains and providing two complete spare chains.

PAYMENT

Removal and replacement of the hoist chains on all 30 tainter gates will be made at the contract lump sum price for bid item “Replace hoist chains”. This work shall include removal and replacement of the hoist chains, adjusting and verifying operation. Price and payment shall constitute full compensation for materials, labor, plant, equipment and incidentals required to perform the work.

1.14 BID ITEM 13 – REHABILITATE/PAINT TRUNNION ANCHORAGE AND

ASSEMBLIES – INTERMEDIATE PIERS

MEASUREMENT

Measurement shall be based on the number of intermediate trunnion anchorages and assemblies acceptably rehabilitated and painted.

SECTION 01 27 00 FORT GIBSON LAKE 5 OF 5

Payment will be made at the contract price per each for the bid item “Rehabilitate/Paint Trunnion Anchorages and Assemblies – Intermediate Piers,” which price and payment shall constitute full compensation for materials, labor, plant, equipment and incidentals required to perform the work.

1.15 BID ITEM 14 – REHABILITATE/PAINT TRUNNION ANCHORAGE AND

ASSEMBLIES – END PIERS

MEASUREMENT

Measurement shall be based on the number of end trunnion anchorages and assemblies acceptably rehabilitated and painted.

PAYMENT

Payment will be made at the contract price per each for the bid item “Rehabilitate/Paint Trunnion Anchorages and Assemblies – End Piers,” which price and payment shall constitute full compensation for materials, labor, plant, equipment and incidentals required to perform the work.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

(END OF SECTION 01 27 00)

ENGINEERING AND

CONSTRUCTION BULLETIN

No. 2009-14 Issuing Office: CECW-CE Issued: 22 May 2009

Subject: USACE Construction Project Signs for American Recovery and Reinvestment Act (ARRA)-Funded Design, Construction, and Rehabilitation Project for Military Programs, Civil Works, and Interagency Projects

Applicability: Directive

1. The purpose of this Engineering and Construction Bulletin (ECB) is to provide direction and guidelines regarding use of a newly-designed ARRA emblem for construction projects funded by the ARRA.

2. USACE policy to include guidelines on fabricating, locating, and mounting construction project signs is provided in Engineer Pamphlet (EP) 310-1-6a (Sign Standards Manual, VOL 1, Section 16), dated 1 June 06. The guidelines for accomplishing ARRA-financed construction projects now include a requirement to add an ARRA emblem to construction project signs for projects financed by ARRA funds. Accordingly, our graphic format guidance on page 16-2 of EP 310-1-6a is modified to incorporate the new ARRA logo on construction project signs for ARRA-financed projects. The proper incorporation of the new ARRA logo in the standard USACE construction project signage is illustrated in the attached construction project sign graphic guideline. Mr. James “Toby” Wilson of the USACE CADD Center is preparing a CADD file that will incorporate this ARRA logo in the standard USACE construction project signage graphic. The CADD file will be released as soon as it is available.

3. Directions. Effective upon receipt of the ECB, all subsequent projects that are financed in whole or in part by ARRA funds will display signage that features the ARRA logo as part of the overall USACE construction project signage. Construction projects may use either a “stand-alone” sign with the ARRA logo, or may incorporate the ARRA logo into the standard construction project identification sign, as shown in the attachments. Engineering and construction project specification writers are responsible to update the construction project signage text of their standard contract specification clause to include incorporation of the ARRA logo, when the project involves financing by ARRA funds.

4. HQUSACE point of contact for this ECB is Jim Lovo, CECW-CE, 202-761-0995. POC for EP 310-1-6 is Rick Magee, USACE National Sign Program Mgr, CEMVP-OP, 651-290-5209.

/S/ 2 Encls JAMES C. DALTON, P.E.

1. USACE construction project sign Chief, Engineering and Construction guideline incorporating ARRA logo Directorate of Civil Works

2. ARRA general guidelines for emblem and logo applications

One to three l ine project tit le to describe work

One to two line identification of project or

One to five line identification of prime contractors (optional)

One to five line identification of prime contractors (optional)

Corps relationship to

Division/District (optional) name of sponsoring department (military) project:

The White House // American Recovery and Reinvestment Act // General Guidelines for Emblem and Logo Applications Page 1

American Recovery and Reinvestment Act General Guidelines for Emblem and Logo Applications Version 1.0 03 / 20 / 09

Projects funded by the American Recovery and Reinvestment Act (ARRA) will bear a newly-designed emblem. The emblem is a symbol of President Obama’s commitment to the American People to invest their tax dollars wisely to put Americans back to work.

The purpose of this document is to provide general guidelines and specifications for using the ARRA emblem and corresponding logomark.

The White House // American Recovery and Reinvestment Act // General Guidelines for Emblem and Logo Applications Page 2

Variations and Usage There are two approved “marks” associated with the ARRA. To preserve the integrity of the ARRA emblem and logomark, make sure to apply them correctly. Altering, distorting or recreating the “marks” in any way weaken the power of the image and what it represents.

Layout and design of signs and communication materials will vary, so care must be taken when applying the emblem or logomark.

All projects which are funded by the ARRA should display signage that features the Primary Emblem throughout the construction phase. The signage should be displayed in a prominent location on site. Some exclusions may apply. The Primary Emblem can also be displayed on signs at events or conferences associated with the ARRA or the individual projects funded by the ARRA.

The Primary Emblem should not be displayed at a size less than 6 inches in diameter.

Primary Emblem

Horizontal Logomark

An alternate variation of the emblem exists for use in press releases and other online or offline communications. It should be used to brand the communications piece, but not in reference to the Primary Emblem usage.

The White House // American Recovery and Reinvestment Act // General Guidelines for Emblem and Logo Applications Page 3

Color All colors in the ARRA logos have precise color references, shown in the color specifications chart below. Always use the exact color values listed. Do not use screens or tints of any of the colors for any part of the logo. The CMYK values should be used for print applications. The RGB and HEX# values should be used for on-screen applications.

COLOR CMYK RGB HEX#

Navy 00 / 00 / 00 / 00 0 / 51 / 102 003366

Red 30 / 100 / 100 / 50 102 / 0 / 0 660000

Green 65 / 25 / 100 / 7 103 / 144 / 62 67903E

Light Blue 67 / 37 / 6 / 00 89 / 141 / 192 598DC0

Clear Space The clear space is shown as the value “X” in this exhibit. The minimum clear space must always be at least “X” on all sides of the logo. Whenever possible, increase the amount of clear space.

X = 1/2 Circle Radius

X

X

X

X

Primary Emblem

Horizontal Logomark

X = Character Height

X

X

X

X

SECTION 11287 FORT GIBSON LAKE 1 OF 8

SECTION 11287

TAINTER GATE ROLLER CHAINS

PART 1 GENERAL

1.1 SCOPE

This work consists of, but is not limited to, fabricating and deliver of roller chains for lifting tainter gates at Fort Gibson. The chain is a sprocket driven chain made up of links connected by pins. The work items shall consist of, but not necessarily be limited to, the following:

(1) fabrication of all components as shown and specified,

(2) assemble the chains in lengths as shown or specified,

(3) furnish spare chain parts as shown or specified,

(4) prepare the chains for shipping and deliver the chains to the designated site.

1.2 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI B46.1 (1995) Surface Texture (Surface Roughness, Waviness, and Lay)

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A564/A564M (2002a) Standard Specification for Hot-Rolled and Cold-Finished Age-Hardening Stainless Steel Bars and Shapes

ASTM A578/A578M (2001) Standard Specification for Straight-

Beam Ultrasonic Examination of Plain and Clad Steel Plates for Special Applications

ASTM A666 (2000) Standard Specification for Annealed or

Cold-Worked Austentic Stainless Steel Sheet, Strip, Plate and Flat Bars

ASTM B505/B505M (2002) Standard Specification for Copper-Base

Alloy Continuous Castings

ASTM E114 (2001) Standard Practice for Ultrasonic

Pulse-Echo Straight-Beam Examination by the Contact Method

SECTION 11287 FORT GIBSON LAKE 2 OF 8

1.3 MEASUREMENT AND PAYMENT

Measurement and payment shall be in accordance with Section: MEASUREMENT AND

PAYMENT.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 30 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Ultrasonic Testing Agency; G

The Contractor shall submit for approval the name of the testing agency, names of individuals qualified and proposed to perform the ultrasonic examination of the chain components, and qualifications of those individuals (such as resumes including education, training, etc.).

Ultrasonic Testing Procedures; G

The Contractor shall submit ultrasonic testing procedures formulated by the NDT agency that includes description of the testing apparatus and governing ASTM specifications. This submittal shall contain information that demonstrates the defect threshold of

0.2 inch inclusions will be located and identified through the testing procedures.

Packaging

The contractor shall submit a detail showing construction of pallets for shipping chain. The submittal shall show the size and location of forklift slots in the pallets. Wrapping and securing the chains to the pallets shall be shown.

SD-02 Shop Drawings

Component Shop Drawings; G

Shop drawings shall: be complete in detail; indicate thickness, type, grade, class of metal, and dimensions; include catalog cuts and erection/installation details; and show fabrication details and installation in relation to the fabrication/construction.

SD-03 Product Data

Materials Data

The Contractor shall submit, as soon as issued, copies of all purchase and mill orders, shop orders for materials, and work orders. The Contractor shall submit at list designating the material to be used for each item. The Contractor shall submit mill certificates of the materials used for fabrication of the chain

SECTION 11287 FORT GIBSON LAKE 3 OF 8

side bars, pins, rollers, and collars. The Contractor shall furnish, upon request, documentation that demonstrates any other materials used in the fabrication of the chain components are in accordance with the contract requirements. Mill test documentation shall contain the name and address of the testing agency. A material data sheet shall be submitted for anti-seize compound used for protection of work.

SD-06 Test Reports

Ultrasonic Test Reports

Testing reports shall include reportable indications, geometry, of indications, location of indications, test parameters, and date of testing. The size, shape, and location of indications shall be characterized using sketches. The test report shall include all relevant information as required by ASTM E114.

SD-07 Test Reports

Retaining Rings

Submit retaining ring manufacturer’s catalog and engineering data to demonstrate that it meets the specified criteria for composition and strength properties. Submit manufacturer’s data including ring dimensions, installation instructions, and recommended ring groove dimensions.

1.5 QUALITY CONTROL/QUALITY…