W912BV15R003200003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Repair Tainter Gates & Replace Wire Ropes at Copan, OK.

1. This amendment is issued to revise Sections 01 00 00, Submittal Register, 00 59 13 and 09 97 02. Previously issued draw ings are also updated. Clause 52.211-10 is updated. Summary of Changes can be found on page 2 of this amendment.

2. The due date IS EXTENDED to Wednesday, 9 September 2015, 2 PM CST.

3. POC for this amendment is Pun Chittchang, punnie.chittchang@usace.army.mil, phone:918-669-7544, fax:918-669-7495.

4. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED BY THIS AMENDMENT.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

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 W912BV-15-R-0032

X 9B. DATED (SEE ITEM 11)

17-Jul-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, 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

27-Aug-2015

CODE

CONTRACTING DIV

USACE, TULSA 1645 S 101 E AVE

TULSA OK 74128-4609

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV-15-R-0032

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

SUMMARY OF CHANGES

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

The required response date/time has changed from 16-Aug-2015 02:00 PM to 09-Sep-2015 02:00 PM.

SECTION 00 73 00 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

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

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 (See below).* The time stated for completion shall include final cleanup of the premises.

*Base Bid - 318 Calendar Days

Option 1 – 45 Calendar Days

Option 2 – 45 Calendar Days

Option 3 – 45 Calendar Days

Option 4 – 45 Calendar Days

Option 5 – 45 Calendar Days

Option 6 – 45 Calendar Days

(End of clause)

SUMMARY OF CHANGES (SPECIFICATIONS AND DRAWINGS)

AMENDMENT 0003

RFP NO. W912BV-15-R-0032

REPAIR TAINTER GATES & REPLACE WIRE ROPES AT COPAN

COPAN LAKE, OKLAHOMA

Standard Form 30, Block 14 (continuation):

The proposal documents shall be revised as follows:

SPECIFICATIONS

Delete previously issued Proposal Schedule, Section 01 00 00, Submittal Register, Section 05 59 13, and Section 09 97 02 in their entirety and replace with new Proposal Schedule, Section 01 00 00, Submittal Register, Section 05 59 13, and Section 09 97 02 attached hereto.

DRAWINGS

Delete previously issued Sheets G-101, S-101, S-102, S-103, and S-104 and replace with new Sheets G-101, S-101, S-102, S-103, and S-104 attached hereto.

(END OF SUMMARY OF CHANGES – AMENDMENT 0003)

PROPOSAL SCHEDULE

SOLICITATION NO. W912BV-15-R-0032

REPAIR TAINTER GATES & REPLACE WIRE ROPES AT COPAN

COPAN LAKE, OKLAHOMA

Item Estimated Unit No. Description Quantity Unit Price Amount

Proposal Schedule reissued by Amendment 0003

00 11 00-1

BASE PROPOSAL

1. Crane Placement Plan 1 Job xxx $_________

2. Replace Seals and Hardware on Stoplogs 1 Job xxx $_________

3. Surface Weld Repair of Skin Plate – Tainter Gate No. 2 12,500 SI $_______ $_________

4. Rehabilitate and Paint Tainter Gate No. 2 1 Job xxx $_________

5. Replace Wire Rope Assemblies on Tainter Gates 4 Sets $_______ $_________

TOTAL BASE PROPOSAL $____________________

OPTION 1

6. Rehabilitate and Paint Tainter Gate No. 1 1 Job xxx $_________

7. Surface Weld Repair of Skin Plate – Tainter Gate No. 1 12,500 SI $_______ $_________

TOTAL OPTION 1 $____________________

OPTION 2

8. Rehabilitate and Paint Tainter Gate No. 3 1 Job xxx $_________

9. Surface Weld Repair of Skin Plate – Tainter Gate No. 3 12,500 SI $_______ $_________

TOTAL OPTION 2 $____________________

PROPOSAL SCHEDULE

SOLICITATION NO. W912BV-15-R-0032

REPAIR TAINTER GATES & REPLACE WIRE ROPES AT COPAN

COPAN LAKE, OKLAHOMA

Item Estimated Unit No. Description Quantity Unit Price Amount

Proposal Schedule reissued

00 11 00-2

OPTION 3

10. Rehabilitate and Paint Tainter

Gate No. 4 1 Job xxx $_________

11. Surface Weld Repair of Skin Plate – Tainter Gate No. 4 12,500 SI $_______ $_________

TOTAL OPTION 3 $____________________

OPTION 4

12. Paint Torque Tubes 4 EA $_______ $_________

OPTION 5

13. Seal Concrete Trunnion Girder

Blocks with Water Repellent 5 EA $_______ $_________

OPTION 6

14. Repair Concrete Downstream of

Tainter Gates No. 3 and 4 2 EA $_______ $_________

TOTAL PROPOSAL $____________________

EA = Each SI = Square Inch

Proposal Schedule reissued

00 11 00-3

PROPOSAL SCHEDULE NOTES

1. All costs for items of work 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 price on all items. Failure to do so will result in the proposal being rejected without further consideration.

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

4. Proposal Schedule Options may be exercised, at the option of the Government, at the time of contract award up to 90 calendar days after the date of contract award.

Copan Repair Tainter Gates & Replace Wire Ropes FY15 COPANTGATESFY15

SECTION 01 00 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

This section provides a general summary of the work to be performed to repair tainter gates and replace wire ropes at Copan Lake, Oklahoma. See the specifications and drawings for detailed requirements. The Contractor shall provide all plant, materials, equipment, labor, instruments (except wire rope tensiometer), tools, subcontractors, supervision, management, and travel necessary to complete all work in accordance with this summary of work, the attached drawings, the specifications, and all other contract documents and requirements. The Government will provide no materials, equipment (except tensiometer), or labor.

1.2 EXPLANATION OF CONTRACT AUTHORITY AND RELATIONSHIPS

The U. S. Army Corps of Engineers (USACE), Tulsa District will award and administer this contract and shall be the sole authority to interact contractually with, direct, and provide oversight to the Contractor.

References to any other organization or entity directing, authorizing, approving, or in any other way contractually interacting with the Contractor shall denote such action by the designated representative(s) of the Contracting Officer, USACE, Tulsa District.

1.3 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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.4 SUMMARY OF WORK

This project will be a total turn-key contract with all work being performed by the Contractor. See other specifications sections, drawings, contract clauses, and other contract documents for detailed requirements.

The work required is summarized as follows:

a. Provide crane placement plan.

b. Install new seals and hardware on stoplogs.

c. Remove stoplog storage slot covers from bridge/roadway; transport and place stoplogs

d. Repair tainter gate skin plates by surface welding of pits.

e. Rehabilitate and paint tainter gates (including removal, remediation, and disposal of existing lead paint).

SECTION 01 00 00 Page 1 This section reissued by Amendment 0003

f. Replace wire rope assemblies on tainter gates.

g. Repair damaged concrete areas.

h. Paint tainter gate torque tubes.

i. Apply water repellent to trunnion girder block surfaces.

1.5 SAFETY

All work shall be performed in accordance with EM 385-1-1 dated 30 November 2014 and all subsequently issued interim changes and errata, 29 CFR 1910, 29 CFR 1926, and other references as listed herein. Matters of interpretation of the safety standards shall be submitted to the ACO for resolution before starting work. Where the regulations conflict, the most stringent requirements shall apply. The Government stresses the importance of safety on all USACE job sites. If safety violations occur, all work shall cease immediately and no work will resume until all safety violations are corrected. Lost time for safety violations will not be subject to time extensions for contract completion.

1.6 WORK HOURS

The Contractor shall work between 7 a.m. and 7 p.m. Monday through Friday unless otherwise requested in writing by the Contractor and approved in writing by the ACO.

1.7 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 (TRO = Tulsa Resident Office). Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Detailed Work Plan; G

1.8 DETAILED WORK PLAN MINIMUM REQUIREMENTS

Within 30 calendar days of contract award, a Detailed Work Plan shall be submitted for all work required by this contract. This work plan is separate from any and all documents submitted before contract award and shall provide greater detail than pre-award submitted work plans (if applicable).

The plan shall include as a minimum details for all work listed in paragraph SUMMARY OF WORK above. The plan shall include detailed construction methods and procedures, all manpower (each trade/skill required and crew sizes, including subcontractors), and all equipment (including make, model, size, capacity, and weight). Include in the work plan the Abrasive Blasting Plan and Confined Space Work Plan.

In addition, the Contractor shall submit any additional information as directed by the ACO. All items of work shall be addressed to the level of detail required by the ACO. Construction activities and purchasing of

SECTION 01 00 00 Page 2 materials shall not begin until the Detailed Work Plan has been approved by the ACO. The Contractor's work schedule (days of the week and hours per day) shall be stated.

1.9 GATE OPERATIONAL CAPABILITY INSPECTION (GOCI)

The Government will perform a GOCI on each tainter gate and associated mechanical, electrical, and structural systems. The GOCI will be performed after acceptance of each tainter gate by the ACO and before removal of the stoplogs. Each GOCI will take one work day per tainter gate. The Contractor shall notify the ACO three work days before starting removal of the stoplogs from each tainter gate. The Contractor shall stop work on the day the Government performs the GOCI. The GOCI includes inspection and maintenance of facilities and equipment not necessarily covered by the Contractor's work (e.g. electric motors/systems, trunnion bearings, hoist equipment/platforms, gearboxes, brakes, backup generators).

The GOCI for each tainter gate shall be shown as a separate required activity on the Contractor's project schedule. Time taken to perform the GOCI shall not be considered for a contract time extension unless the GOCI exceeds one work day.

1.10 EXISTING PAINT TEST REPORT

The existing paint on the tainter gates and torque tubes has been tested for the presence of lead. See "Environmental Chemistry Analysis Report" at the end of this section for lead concentration levels of the existing paint systems.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 00 00 Page 3

Acct. No.:

Project: Copan Lake

Location:

Project No.:

QuanTEM Set ID: 253889

Date Received: 08/20/15

Received By: Sherrie Leftwich

Date Sampled:

Time Sampled:

Date of Report: 8/25/2015

B603

Tainter Gate

N/A

Matrix Parameter Results Units MethodClient ID

QuanTEM

ID

Reporting

Limits

Date/Time

Analyzed

Environmental Chemistry Analysis Report

Client: U.S. Army Corp of Engineers-Safety

Office

1645 S. 101 E. Ave.

Tulsa, OK 74128-4629

Analyst: CC

AIHA ID: 101352

Lead 544,000 50.7 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-045001

Lead 649,000 48.7 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-046002

Lead 320,000 51.1 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-047003

Lead 372,000 48.8 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-048004

Lead 320 49.1 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-049005

Lead 222 51.3 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-050006

Lead 170 50 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-051007

Lead 311 51.4 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-052008

Lead 92.2 48.8 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-053009

Lead 55.3 49.2 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-054010

Lead 247 52.2 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-055011

Lead 115 51.2 ppm 08/24/15 15:00 P EPA 7000B (1)Paint15-056012

Note: Sample results have not been corrected for blank values.

This report applies only to the standards or procedures indicated and to the specific samples tested. It is not indicative of the qualities of apparently identical or similar products or procedures, nor does it represent an ongoing assurance program unless so noted. These reports are for the exclusive use of the client and are not to be reproduced without specific written permission. QuanTEM is not responsible for user-supplied data used in calculations.

Unless otherwise noted, upon receipt the condition of the sample was acceptable for analysis.

Wipe materials must meet ASTM E1792 criteria. Method detection limits and resultant reporting limits may not be valid for non-ASTM E1792 wipe material.

EPA Method 7000B (1) = EPA 600/R-93/200 Preparation Modified. EPA 7000B Analysis Modified

EPA Method 7082 (2) = EPA 600/R-93/200 Preparation Modified. EPA 7082 Analysis Modified

Acct. No.:

Project: Copan Lake

Location:

Project No.:

QuanTEM Set ID: 253889

Date Received: 08/20/15

Received By: Sherrie Leftwich

Date Sampled:

Time Sampled:

Date of Report: 8/25/2015

B603

Tainter Gate

N/A

Matrix Parameter Results Units MethodClient ID

QuanTEM

ID

Reporting

Limits

Date/Time

Analyzed

Environmental Chemistry Analysis Report

Client: U.S. Army Corp of Engineers-Safety

Office

1645 S. 101 E. Ave.

Tulsa, OK 74128-4629

Analyst: CC

AIHA ID: 101352

Authorized Signature:_______________________________________________

Carter Cox, Laboratory Technician

Note: Sample results have not been corrected for blank values.

This report applies only to the standards or procedures indicated and to the specific samples tested. It is not indicative of the qualities of apparently identical or similar products or procedures, nor does it represent an ongoing assurance program unless so noted. These reports are for the exclusive use of the client and are not to be reproduced without specific written permission. QuanTEM is not responsible for user-supplied data used in calculations.

Unless otherwise noted, upon receipt the condition of the sample was acceptable for analysis.

Wipe materials must meet ASTM E1792 criteria. Method detection limits and resultant reporting limits may not be valid for non-ASTM E1792 wipe material.

EPA Method 7000B (1) = EPA 600/R-93/200 Preparation Modified. EPA 7000B Analysis Modified

EPA Method 7082 (2) = EPA 600/R-93/200 Preparation Modified. EPA 7082 Analysis Modified

Supplemental Report

QAQC Results

QA ID: 13229 Date: 8/24/2015

Test: Lead

Notes:

Matrix: Paint Approved By: Carter Cox

Date Approved: 8/24/2015

Blank Data:

Duplicate Data:

Recovery Data:

Standards Data:

Lab Number: 253889

Type of Blank Blank Value

0FCB

0Matrix Blank

Sample Number Result Duplicate % RPD

0.4820.472 2.0253889-011

Sample Number Result Spike Level Result +

Spike

Dup. Result +

Spike

% Spike RPD% Recovery % Dup.

Recovery

1.979 1.9880.000 2.153100.5 108.8 8.0LCS-P1

2.000 2.5540.472 104.1253889-011

Standard Low Limit Obtained High Limit

4.5 5.54.9CCV

4.5 5.54.9FCV

0.9 1.10.97735ICV

0.08 0.120.119RLVS

Authorized Signature:_______________________________________________

Carter Cox, Laboratory Technician

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 7 PAGES

Copan Repair Tainter Gates & Replace Wire Ropes FY15

01 00 00 SD-01 Preconstruction Submittals

1.8 GDetailed Work Plan;

01 10 00 SD-01 Preconstruction Submittals Professional Engineer Qualifications

GCrane Placement Plan 01 32 01 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.9 GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.6 GAccident Prevention Plan (APP)

1.7 GActivity Hazard Analysis (AHA)

1.6.1 GCrane Critical Lift Plan

1.5.1.2 GCrane Operators

SD-06 Test Reports 1.11Notifications and Reports

1.11.2 GAccident Reports

1.11.3Crane Reports

SD-07 Certificates 1.8Confined Space Entry Permit 1.8Hot work permit 1.13License Certificates

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 7 PAGES

01 45 00 SD-01 Preconstruction Submittals GContractor Quality Control Plan

01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site Plan

1.4 GTraffic Control Plan

1.4 GTraffic Control Plan

1.5 G TROFlood Emergency Preparation

Plan

1.5 G TROFlood Emergency Preparation

Plan

1.11 G TROFlood Emergency Preparation

Plan 01 57 20 SD-01 Preconstruction Submittals

1.7 GEnvironmental Protection Plan

01 78 00 SD-03 Product Data

GAs-Built Record of Equipment and Materials

GSpare Parts Data SD-11 Closeout Submittals

1.3.1 GRecord (As-Built) Drawings

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.8Existing Conditions

03 01 30 SD-05 Design Data GMix Design

SD-06 Test Reports

SUBMITTAL REGISTER

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03 01 30 GDry Pack Mortar 05 05 23 SD-03 Product Data

1.4.1Ultrasonic Inspection SD-06 Test Reports

1.4.5Equipment Qualifications

3.4.1 GInspection Test Reports

05 59 13 SD-01 Preconstruction Submittals

1.2 GWork Plan

1.2.3 GWelding Procedure Specifications

(WPS)

1.2.1 GWeld Tracking Log Template

SD-02 Shop Drawings

1.4.4 GShop Drawings

GWelding Repairs - Non-Fracture Critical Members

SD-03 Product Data 2.1.4Materials Disposition Record

GWelding Electrodes and Rods GStructural Steel Plate for

Stoplogs GWire Rope GSteel Castings GSeal Assembly Plates, Bars, &

Shapes GSeal Assembly Bolts, Nuts, and

Washers

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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05 59 13 GHoist Rope Socket Adjusting Bolts

GHoist Rope Socket Nuts & Washers

GTainter Gate J-Bulb Seals GTainter Gate Wedge Seals GStoplog J-Bulb Seals GStoplog Wedge Seals GNeoprene Gaskets GElastomeric Sealant and Primer

SD-06 Test Reports

2.2 GCertified Test Reports

1.2.2 GWeld Tracking Log

Non-Destructive Testing (NDT) Reports

SD-07 Certificates GQualification of Welders, Welding

Operators, & Tackers

1.4.2 GInspector Qualifications

GQualification of Structural Steel Fabricator

SD-08 Manufacturer’s Instructions GWire Rope Installation

Instructions SD-09 Manufacturer’s Field Reports

SUBMITTAL REGISTER

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05 59 13 GControl Dimensions 07 19 00 SD-03 Product Data

2.2 GWater repellents

SD-06 Test Reports

2.3.1Water absorption 2.3.1Accelerated weathering 2.3.1Resistance to chloride ion penetration 1.3.2Moisture vapor transmission 2.3.1Moisture vapor transmission 2.3.1Scaling resistance

Water Penetration and Leakage SD-07 Certificates

1.3.1Manufacturer's qualifications 1.3.1Applicator's qualifications 1.3.3Evidence of acceptable variation 1.11Warranty

SD-08 Manufacturer’s Instructions 3.4Application 1.6.1material safety data sheets

09 97 02 SD-01 Preconstruction Submittals

1.2 GSafety, Health, and

Environmental Requirements

1.2.1 GSafety Plan

1.2.1.5 GConfined Spaces Plan

1.2.1.6 GRespiratory Protection Plan

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 7 PAGES

09 97 02 1.2.2.1 GAirborne Sampling Plan

1.2.1 GVentilation Assessment Plan

1.2.2 GMedical Surveillance Plan

1.2.2.2 GWorker Protection Plan

1.2.3 GEnvironmental Protection Plan

1.2.3.1 GWaste Manifest

1.2.3.1 GWaste Disposal Plan

1.2.3.2 GContainment Plan

1.2.3.3 GVisible Emissions Monitoring

Plan

1.2.3.4 GTSP Monitoring Plan

1.2.3.5 GWater Quality Plan

SD-03 Product Data Part 2 GManufacturer's Product Data

Sheet SD-04 Samples

Part 2 GProduct Samples

2.1 GSpecial Paint Formulas

2.3.3 GSolvent and Thinners

SD-06 Test Reports

1.2.3.4 GTSP Test Report

3.4 GInspection Reports

1.2.2.2 GMedical Status Report

1.2.2.3 GChange in Medical Status Report

1.2.2.1 GAir Monitoring Test Plan

1.2.2.1 GAir Monitoring Test Report

SUBMITTAL REGISTER

CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 7 PAGES

09 97 02 SD-07 Certificates

1.5.1 GCertified EHS Professional

1.5.2 GCertified Lead Laboratory

1.5.3 GSSPC QP 1 Certificate

1.5.4 GSSPC QP 2 Certificate

1.5.6 GCoating Thickness Gage

Qualification

1.5.5 GQualified Paint Applicator

26 42 14 SD-02 Shop Drawings GDrawings GContractor's Modifications

SD-03 Product Data

1.2 GCathodic Protection System

SD-06 Test Reports GTests and Measurements

SD-07 Certificates

1.2 GCathodic Protection System

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SECTION 05 59 13

REHABILITATION OF HYDRAULIC STEEL STRUCTURES

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

ASNT SNT-TC-1A (2011; Text Correction 2013) Recommended Practice for Personnel Qualification and Certification in Nondestructive Testing

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2010; Errata 2011) Structural Welding Code - Steel

AWS QC1 (2007) Standard for AWS Certification of Welding Inspectors

ASME INTERNATIONAL (ASME)

ASME B1.1 (2003; R 2008) Unified Inch Screw Threads (UN and UNR Thread Form)

ASME B18.21.1 (2009) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A307 (2014) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A36/A36M (2012) Standard Specification for Carbon Structural Steel

ASTM A563 (2007a; R2014) Standard Specification for Carbon and Alloy Steel Nuts

ASTM D2000 (2012) Standard Classification System for Rubber Products in Automotive Applications

ASTM D2137 (2011) Standard Test Methods for Rubber Property—Brittleness Point of Flexible Polymers and Coated Fabrics

SECTION 05 59 13 Page 1

ASTM D2240 (2005; R 2010) Standard Test Method for Rubber Property - Durometer Hardness

ASTM D395 (2014) Standard Test Methods for Rubber Property - Compression Set

ASTM D412 (2006a; R 2013) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension

ASTM D471 (2012a) Standard Test Method for Rubber Property - Effect of Liquids

ASTM D572 (2004; R 2010) Rubber Deterioration by Heat and Oxygen

ASTM E165/E165M (2012) Standard Practice for Liquid Penetrant Examination for General Industry

ASTM E709 (2014) Standard Guide for Magnetic Particle Examination

ASTM F2329 (2013) Zinc Coating, Hot-Dip, Requirements for Application to Carbon and Alloy Steel Bolts, Screws, Washers, Nuts, and Special Threaded Fasteners

ASTM F436 (2011) Hardened Steel Washers

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP-5/NACE No. 1 (2007) White Metal Blast Cleaning

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SYSTEM DESCRIPTION

Provide a detailed Work Plan for repair and rehabilitation, including descriptions of shop and on-site facilities, equipment, number of personnel, and related information prior to the Pre-construction Conference, and procedures for safe conduct of the work, careful removal and disposition of materials, protection of property that is to remain undisturbed, and coordination with other work in progress. Include in the procedures a detailed description of the methods and equipment to be used for each operation, and the sequence of operations in accordance with EM 385-1-1. The Work Plan shall include the recommended measuring system for ensuring dimensional tolerances. The repair and rehabilitation of the tainter gates and appurtenances shall be performed according to this section of the specifications.

a. Material with welds will not be accepted unless the welding is specified or indicated on the drawings or otherwise approved. Welding shall not be started until welding procedures, inspectors, nondestructive testing personnel, welders, welding operators, and tackers have been qualified and approved by the Administrative

SECTION 05 59 13 Page 2

Contracting Officer (ACO). Each Contractor performing welding shall maintain records of the test results obtained in welding procedure, and welder, welding operator, and tacker performance qualifications.

b. As it is used in these specifications, "The Engineer" refers to the District Engineer of Record (EOR).

c. Schedule a Pre-construction Conference as soon as possible after Notice to Proceed and prior to any work. The Pre-construction Conference shall include, at a minimum, the Prime Contractor, the Contractor's primary QC representative, the COR, the GQAR, and the EOR for the structure or structures being rehabilitated. The Pre-construction Conference shall occur either at the project site, Tulsa District Office, or Tulsa Area Office, as directed by the ACO.

1.2.1 Weld Tracking Log Template

Submit for approval a weld tracking log template, a minimum of 30 days prior to commencement of work, to identify all necessary components to be addressed in the tracking of all welds for the structures in question. A weld-tracking log will be developed and maintained as described in the following paragraphs.

1.2.2 Weld Tracking Log

Submit a log capable of individually identifying and tracking every weld on the project. Member identification shall follow the numbering scheme shown on the shop drawings. The log shall include the member to be welded, member type (FCM and Non-FCM), type of weld including temporary and tack welds, welding position, applicable WPS reference, AWS joint preparation designation, name or stamping designation of welder, welding operator or tacker, date and time of completion of welding and/or tacking, name and date of CWI visual inspection, NDT testing performed, including the type of inspection, date(s) of inspection, inspector name, and the acceptance criteria used, description of defects found and reason for non-compliance, corrective action taken, or whether the weld is acceptable. Weld identification on the shop drawing shall match weld tracking log identification. A completed log shall be bound together for each structure and two copies shall be submitted to the ACO immediately upon completion of each structure. Two copies of NDT testing shall be furnished to the ACO immediately upon completion of each structure. Draft copies of NDT testing shall be available upon request and shall be available on site during any inspection.

1.2.3 Welding Procedure Specifications (WPS)

Submit a Welding Procedure Specification (WPS), with attached PQR and supporting test documentation on forms similar or equivalent to the sample forms in AWS D1.1/D1.1M, Annex N, for each weld, including prequalified welds, in accordance with paragraph Welded Connections approved before work is commenced. Welding Procedure Specifications shall be individually identified and shall be referenced on the shop drawings. In case of conflict between this specification and AWS D1.1/D1.1M as applicable, this specification governs. Sacrificial anodes attached to the tainter gates shall not be considered ancillary items and shall be subjected to the same level of inspection required for primary welds under AWS D1.1/D1.1M.

SECTION 05 59 13 Page 3

1.2.4 Welding Processes

All procedures shall be qualified as required.

1.2.4.1 Welding Procedure Specifications (WPS)

Prequalify or qualify all procedures, including repair welds, by test as required and documented in the WPS and Procedure guidelines of

AWS D1.1/D1.1M.

1.2.4.2 Certification and Qualification

Welders and welding operators shall meet the applicable requirements of

AWS D1.1/D1.1M.

1.2.4.3 Material Handling

Material handling and preparation, including thermal cutting, preparation of base metal, and straightening, curving, cambering shall meet the applicable requirements.

1.2.4.4 Tack Welds and Temporary Welds

Locate all welds within the joint and meet the requirements of

AWS D1.1/D1.1M.

1.2.4.5 Welding Processes

Welding processes, including preheat, interpass temperatures, and postweld thermal treatment shall meet the applicable requirements. In case of conflict between this specification and AWS D1.1/D1.1M, this specification governs.

1.2.4.6 Weld Inspection

Qualify all inspectors and NDT technicians as required. Inspection procedures and documentation shall be as specified in the applicable sections of AWS D1.1/D1.1M. Strictly adhere to cooling times.

1.2.4.7 Repair Welding

Classify repair welds as "critical repairs" or "non-critical repairs" for all repair welding. Repair procedures shall follow the minimum provisions unless specified otherwise. Repair procedures must be qualified and approved and subject to the same QA/QC inspection requirements as other welds. Minimum preheat for repair welding shall be as defined in the preheat and interpass temperature section of these specifications.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Work Plan; G

SECTION 05 59 13 Page 4

Welding Procedure Specifications (WPS); G Weld Tracking Log Template; G

SD-02 Shop Drawings

Shop Drawings; G Welding Repairs - Non-Fracture Critical Members; G

SD-03 Product Data

Materials Disposition Record Welding Electrodes and Rods; G Structural Steel Plate for Stoplogs; G Wire Rope; G Steel Castings; G Seal Assembly Plates, Bars, & Shapes; G Seal Assembly Bolts, Nuts, and Washers; G Hoist Rope Socket Adjusting Bolts; G Hoist Rope Socket Nuts & Washers; G Tainter Gate J-Bulb Seals; G Tainter Gate Wedge Seals; G Stoplog J-Bulb Seals; G Stoplog Wedge Seals; G Neoprene Gaskets; G Elastomeric Sealant and Primer; G

SD-06 Test Reports

Certified Test Reports; G Weld Tracking Log; G Non-Destructive Testing (NDT) Reports

SD-07 Certificates

Qualification of Welders, Welding Operators, & Tackers; G Inspector Qualifications; G Qualification of Structural Steel Fabricator; G

Previous Qualifications Pre-Qualified Procedures Certified Welder Performance Qualifications (WPQ) Certified Brazer Performance Qualifications (BPQ)

SD-08 Manufacturer's Instructions

Wire Rope Installation Instructions; G

SD-09 Manufacturer's Field Reports

Control Dimensions; G

1.4 QUALITY ASSURANCE

Except for pre-qualified (in accordance with AWS D1.1/D1.1M) and previously qualified procedures, each Contractor performing welding shall record in detail and qualify the welding procedure specification for any welding procedure followed in the fabrication of weldments. Conform welding procedure qualifications to AWS D1.1/D1.1M and to the specifications in this section. Submit for approval two copies of the welding procedure

SECTION 05 59 13 Page 5 specification and the results of the procedure qualification test records for each type of welding which requires procedure qualification and the welder, welding operator, or tacker qualification test records. Approval of any procedure, however, does not relieve the Contractor of the sole responsibility for producing a finished structure meeting all the specified requirements. Submit this information on the forms in Annex N of AWS D1.1/D1.1M. Individually identify and clearly reference on the detail drawings and erection drawings all welding procedure specifications, or suitably key them to the contract drawings. In case of conflict between this specification and AWS D1.1/D1.1M, this specification governs.

For each tainter gate coordinate Initial QA Inspection, Intermediate QA Inspections, and Final Inspection as follows. Prior to any welding and after surfaces to be welded have been cleaned of paint, mill scale, and rust build up, conduct the Initial QA Inspection. The details and the date of the first Initial QA Inspection shall be determined at the Pre-Construction Conference by the ACO after discussion with the Contractor. Within ten working days of the Pre-Construction Conference, produce a detailed schedule showing the progression of work and the anticipated completion of each tainter gate rehabilitation. This schedule will be updated weekly and provided to the ACO. Give the ACO two weeks notice prior to the predetermined date for the Initial QA Inspection, including adjustments for changes in schedule. Intermediate QA Inspections will be conducted on an as-needed basis and at the discretion of the ACO.

The Government shall give a minimum of three days notice prior to intermediate inspection(s). Give the ACO three working days to inspect the structure. The QA Inspection period shall not commence until after a minimum period of 72 hours after any welding. After the ACO and the EOR have inspected the structure, make any changes required to the structure as directed by the ACO before proceeding with any additional welding. A Final Inspection shall be conducted after rehabilitating each tainter gate, but prior to painting. Final Inspections of each tainter gate shall be scheduled and coordinated with the ACO and the EOR. Give the ACO a minimum notice of two weeks prior to completion of each tainter gate.

1.4.1 Qualification of Welders, Welding Operators, and Tackers

Submit welder, welding operator, and tacker qualification certification for each welder, welding operator, or tack welder to the ACO before work is commenced in accordance with paragraph Welded Connections. A CWI meeting the specified qualifications shall approve all welder qualifications.

Welders, welding operators, and tack welders shall be limited to welding procedures for which they are certified. Test welds shall be prepared, welded, and tested in accordance with the requirements of AWS D1.1/D1.1M, Clause 4. Before assigning any welder, welding operator, or tacker to work under this contract, submit the names of the welders, welding operators, and tackers to be employed, and certification that each individual is qualified as specified. The certification shall state the type of welding and positions for which the welder, welding operator, or tacker is qualified, the code and procedure under which the individual is qualified, the date qualified, and the name of the firm and person certifying the qualification tests. The certification shall be kept current for the duration of the contract. Welder and welding operator qualification test records shall be submitted. All welders shall be qualified according to AWS D1.1/D1.1M, Clause 4, Part C. All qualifications shall be current prior to commencing any work. Submit a log for each welder showing that he/she is current in the process and procedures being proposed for this work.

SECTION 05 59 13 Page 6

1.4.2 Inspector Qualifications

All inspectors, performing structural steel inspection in accordance with these specifications, shall be qualified and certified in conformance with AWS QC1. Provide an AWS Certified Welding Inspector (CWI) as the primary point of contact for quality control of welding. When several CWI and NDT technicians are working, one primary individual shall be designated as having primary responsibility for all quality control. Non-certified inspectors and certified associate weld inspectors (CAWI) shall not be used for inspection under these specifications. All personnel who perform NDT shall be qualified in accordance with: ASNT SNT-TC-1A NDT Level II or III. All personnel performing NDT shall be supervised by personnel possessing a Level III ASNT NDT certification. Submit to the ACO copies of certificates showing evidence of qualifications or certifications for welding inspectors and NDT personnel.

1.4.3 Testing by the Government

Material component parts may be subjected to any form of supplementary nondestructive testing as directed by the ACO. This may include ultrasonic, magnetic partial, dye penetrant, x-ray, gamma ray or any other test that will thoroughly investigate the part in question. The cost of such supplementary investigation will be borne by the Government. Any defects will be cause for rejection and rejected materials or parts shall be replaced and retested at the Contractor's expense.

1.4.4 Shop Drawings

Elements of fabricated items inadvertently omitted on contract drawings shall be returned to the EOR for detailing or shall be detailed by the fabricator and so indicated on the shop drawings. Any and all details developed by the fabricator shall be clouded on the shop drawings for separate approval by the EOR. Any items designed by the Contractor shall be prepared and sealed by a Registered Professional Engineer. No splices shall be included in the structure without approval of the EOR. Each weld, both shop and field welds, required shall be provided a unique identifier to permit tracking on the weld tracking log. Shop drawings shall show complete details of materials, tolerances, connections, and proposed welding sequences. Shop drawings shall include catalog cuts, templates, fabrication and assembly details, and type, grade, and class of materials, as appropriate. All FCM, including attachments that meet the FCM definition, shall be identified on the shop drawings as well as all temporary and tack welds. Each member shall be identified following the numbering scheme shown on the drawings. A table shall be provided containing a list of all members and a reference to each material certificate and test report that applies to that member. Shop drawings shall identify weld procedures and NDE required for each weld. Any and all splices shall be included in the shop drawings and clouded for engineer approval. Provide a complete set of shop drawings to the ACO at least two weeks prior to the final inspection of each respective tainter gate.

PART 2 PRODUCTS

2.1 FABRICATION

2.1.1 Structural Fabrication

a. Material shall be straight before being laid off or worked. If straightening is necessary, it shall be done by methods that will not

SECTION 05 59 13 Page 7 impair the metal. Sharp kinks or bends shall be cause for rejection of the material. Material with welds will not be accepted except where welding is definitely specified, indicated, or otherwise approved.

Bends shall be made by approved dies, press brakes, or bending rolls.

Where heating is required, precautions shall be taken to avoid overheating the metal and it shall be allowed to cool in a manner that will not impair the original properties of the metal. Proposed flame cutting of material, other than structural steel, shall be subject to approval and shall be indicated on detail drawings. Shearing shall be accurate and all portions of the work shall be neatly finished.

Corners shall be square and true unless otherwise shown. Re-entrant cuts shall be filleted round to a minimum radius of 1 inch unless otherwise indicated or approved. Finished members shall be free of twists, bends, and open joints.

b. Structural steel shall be provided as indicated and shall meet applicable supplementary requirements as defined in these specifications. Structural steel may be cut by mechanically guided or hand-guided torches, provided an accurate profile with a surface that is smooth and free from cracks and notches is obtained. Surfaces shall be prepared in accordance with AWS D1.1/D1.1M, Clause 5, Preparation of Base Metal. Hand-guided cuts shall be chipped, ground, or machined to sound metal.

2.1.1.1 Structural Steel Plate for Stoplogs

Steel plate shall conform to ASTM A36/A36M.

2.1.1.2 Wire Rope Assembly

Wire ropes shall be 304 stainless steel, 1 inch diameter, 6 x 30, Style G with Independent Wire Rope Core (IWRC). Wire ropes shall have a minimum breaking force (MBF) of 54 tons. Wire ropes shall be stress relieved and pre-stretched. Sockets shall be provided by the wire rope manufacturer and attached with resin by the wire rope manufacturer. Sockets shall be proof loaded to 40% of MBF. Drill and tap sockets for ASTM A325 adjusting bolts as indicated on the drawings. Provide manufacturer installation instructions for the wire rope to the ACO before installation of wire ropes.

2.1.1.3 Steel Castings

ASTM A27/A27M Grade 70-36 Class 2.

2.1.2 Seal Assembly Plates, Bars, and Shapes for Tainter Gates and Stoplogs

Seal plates, bars, and shapes shall be ASTM A36/A36M. The Contractor shall replace all seal clamping plates and bars on the stoplogs and all tainter gates and the side seal angles on all tainter gates. See paragraph "Seal Assembly Bolted Connections for Tainter Gates and Stoplogs" for requirements for bolts, washers, nuts, and coatings of same.

2.1.3 Dimensional Tolerances

A variation of 1/32 inch is permissible in the overall length of component members with both ends milled. Component members without milled ends shall not deviate from the dimensions shown by more than 1/16 inch for members 30 feet or less in length and by not more than 1/8 inch for members over 30 feet in length.

SECTION 05 59 13 Page 8

2.1.4 Materials Disposition Record

Submit three copies of all purchase and mill orders, shop orders for materials and work orders, including all new orders placed by Contractors and old orders extended for each supplier. Furnish, at the time of submittal of shop drawings, a list designating the material to be used for each item. Where mill tests are required, purchase orders shall contain the test site address and the name of the testing agency. Furnish a shipping bill or memorandum of each shipment of finished pieces or members to the project site, giving the designation mark and weight of each piece, the number of pieces, the total weight, and if shipped by rail in carload lots, the car initial and number.

2.1.5 Welded Connections

2.1.5.1 Welding Procedure

a. Welding shall conform to the applicable provisions of AWS D1.1/D1.1M.

Before the start of welding, submit a complete schedule of welding procedures for a typical structure. The schedule shall conform to the requirements specified in the provisions of AWS D1.1/D1.1M. The schedule shall provide detailed procedure specifications and tables or diagrams showing the procedures to be used for each required joint.

b. Submit to the ACO a Welding Procedure Specification for each weld to be made. Submit Welding Procedure Specifications and Procedure Qualification Records (PQR) to the ACO for approval before fabrication is commenced. Copies of the Welding Procedure specification and the results of the procedure qualification test for each type of welding which requires procedure qualification shall be submitted for approval. Submit the WPS and PQR before any welding. Each WPS shall be prepared and qualified in accordance with the applicable provisions of AWS D1.1/D1.1M. Welding procedures shall show types and locations of welds designated or specified to receive nondestructive examination and identify the weld as FCM when applicable. A WPS is always required, even if the procedure is considered prequalified in accordance with AWS D1.1/D1.1M. Properly documented evidence of compliance with all requirements of these specifications for previous qualification tests shall establish the welding procedure as prequalified. Each procedure shall be clearly identified as being either prequalified or qualified by tests. If a PQR is performed, a representative of the Government shall witness the test plate welding and the specimen testing. Approval of any procedure, however, will not relieve the Contractor of the responsibility for producing a finished structure meeting all requirements of these specifications. Copies of the WPS shall be made available for reference to the welders, welding operators and tack welders. A CWI meeting the specified qualifications shall approve all WPS's and PQR's.

2.1.5.2 Welder Performance Qualification of Welders and Welding Operators

Welding operators, welders, and tack welders shall be…