W9127N-16-R-0010_Amend_0001.pdf

US ARMY CORPS OF ENGINEERS

MICHAEL GRASSO

PORTLAND OR 97204

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

PROJECT TITLE: COUGAR OIL SPILL PREVENTION

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 14-Jan-2016

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 W9127N-16-R-0010

X 9B. DATED (SEE ITEM 11)

21-Dec-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

14-Jan-2016

CODE

US ARMY CORPS OF ENGINEERS - CECT-NWP

333 SW FIRST AVE

PORTLAND OR 97204-3495

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W9127N

FACILITY CODECODE

EMAIL:TEL:

W9127N-16-R-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

The following have been added by full text:

AMENDMENT NO. 0001

Amendment No. 0001 makes the following changes to Solicitation No.W9127N-16-R-0010:

1. Section 05 50 14.00 25 amends paragraphs 1.3 and 1.5. Removes the "AISC Erector Quality Certification" submittal requirement and replaces that requirement with the "Steel Erection Quality Control Plan" submittal.

2. Attachment A1 was amended to reflect the submittal changes listed in Section 05 50 14.00 25.

3. Attachment A5 Davis Bacon Wage determination is updated in its entirety.

4. All other terms and conditions remain unchanged.

(End of Summary of Changes)

Cougar Oil Spill Prevention System

SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 50 14.00 25

STRUCTURAL METAL FABRICATIONS

PART 1 GENERAL

1.1 SCOPE OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 AISC QUALITY CERTIFICATION

1.4.2 Detail Drawings

1.4.3 Welding Qualifications

1.5 Steel Erection Quality Control Plan

PART 2 PRODUCTS

2.1 FABRICATION

2.1.1 Structural Steel

2.1.2 Structural Fabrication

2.1.2.1 Dimensional Tolerances for Structural Work

2.1.2.2 Structural Steel Fabrication

2.1.3 Welding

2.1.3.1 Welding of Structural Steel

2.1.3.1.1 Welding Procedures for Structural Steel

2.1.3.1.2 Welding Process

2.1.3.1.3 Welding Technique

2.1.3.1.3.1 Filler Metal

2.1.3.1.3.2 Preheat and Interpass Temperature

2.1.3.1.3.3 Stress-Relief Heat Treatment

2.1.3.1.4 Workmanship

2.1.3.1.4.1 Preparation of Base Metal

2.1.3.1.4.2 Temporary Welds

2.1.3.1.4.3 Tack Welds

2.1.3.2 Welding of Steel Studs

2.1.3.2.1 Application Qualification for Steel Studs

2.1.3.2.2 Production Quality Control

2.1.4 Bolted Connections

2.1.4.1 Bolted Structural Steel Connections

2.1.5 Machine Work

2.1.5.1 Unfinished Surfaces

2.1.5.2 Pin Holes

2.1.6 Miscellaneous Provisions

2.1.6.1 Metallic Coatings

2.1.7 Shop Assembly

2.1.8 Painting

2.1.9 Gaskets for Separation Wall

2.2 TESTS, INSPECTIONS, AND VERIFICATIONS

2.2.1 Nondestructive Testing

2.2.2 Tests of Structural Units

SECTION 05 50 14.00 25 Page 1

2.2.3 Inspection of Structural Steel Welding

2.2.3.1 Visual Examination

2.2.3.2 Nondestructive Testing

2.2.3.2.1 Testing Agency

2.2.3.2.2 Examination Procedures

2.2.3.2.2.1 Ultrasonic Testing

2.2.3.2.2.2 Magnetic Particle Inspection

2.2.3.2.2.3 Dye Penetrant Inspection

2.2.3.2.3 Acceptability of Welds

2.2.3.2.4 Welds to be Subject to Nondestructive Testing

2.2.3.3 Test Coupons

2.2.3.4 Supplemental Examination

2.2.4 Structural Steel Welding Repairs

2.2.5 Inspection and Testing of Steel Stud Welding

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Alignment and Setting

3.2 TESTS

3.2.1 Workmanship

3.2.2 Production Welding

3.3 Separation Wall Commissioning

-- End of Section Table of Contents --

SECTION 05 50 14.00 25 Page 2

SECTION 05 50 14.00 25

STRUCTURAL METAL FABRICATIONS

PART 1 GENERAL1.1

1.1 SCOPE OF WORK

This section specifies the requirements for the steel separation wall structure being installed in the powerhouse unwatering and drainage sump.

1.2 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 WELDING SOCIETY (AWS)

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

AWS D1.2/D1.2M (2014) Structural Welding Code - Aluminum

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

ASME INTERNATIONAL (ASME)

ASME B4.1 (1967; R 2009) Preferred Limits and Fits for Cylindrical Parts

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

ANSI/ASNT CP-189 (2011) ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel (ANSI/ASNT CP-105-2006)

ASME INTERNATIONAL (ASME)

ASME B4.1 (1967; R 2009) Preferred Limits and Fits for Cylindrical Parts

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2013) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A240/A240M (2012) Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications

ASTM A276 (2013a) Standard Specification for

SECTION 05 50 14.00 25 Page 3

Stainless Steel Bars and Shapes

ASTM A572/A572M (2015) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A709/A709M (2013a) Standard Specification for Structural Steel for Bridges

ASTM A780/A780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A992/A992M (2011) Standard Specification for Structural Steel Shapes

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

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

ASTM E709 (2014) Standard Guide for Magnetic Particle Examination

ASTM F593 (2013a) Stainless Steel Bolts, Hex Cap Screws, and Studs

ASTM F594 (2009; E 2011) Standard Specification for Stainless Steel Nuts

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-02 Shop Drawings

Detail Drawings; G

Welding of Structural Steel; G

Structural Steel Welding Repairs; G

SD-03 Product Data

Filler Metal; G

Lubricant; G

Separation Wall Commissioning Plan; G

Bolt and Nut Material Certificates

Material Certificates for Stainless Steel

SECTION 05 50 14.00 25 Page 4

Material Certificates for Carbon Steel

Anti-Seizing Compound; G

Gaskets for Separation Wall; G

SD-06 Test Reports

TESTS, INSPECTIONS, AND VERIFICATIONS; G

Commissioning Report; G

SD-07 Certificates

Welding Qualifications G

AISC Fabrication Plant Quality Certification; G

Steel Erection Quality Control Plan; G

Weld Inspection Log; G

Certified Welding Inspector; G

Nondestructive Testing Personnel

Application Qualification for Steel Studs; G

1.4 QUALITY ASSURANCE

1.4.1 AISC QUALITY CERTIFICATION

Work must be fabricated in an AISC Certified Fabrication Plant, Category BU. Submit AISC Fabrication Plant Quality Certification.

1.4.2 Detail Drawings

Submit detail drawings for metalwork and machine work, prior to fabrication, include within the detail drawings catalog cuts, templates, fabrication and assembly details and type, grade and class of material as appropriate. Indicate methods of protecting the work during shipping, storage, field assembly, and installation.

1.4.3 Welding Qualifications

a. Prior to welding, submit certification for each welder stating the type of welding and positions qualified for, the code and procedure qualified under, date qualified, and the firm and individual certifying the qualification tests. If the qualification date of the welding operator is more than one-year old, accompany the welding operator's qualification certificate with a current certificate by the welder attesting to the fact that he has been engaged in welding since the date of certification, with no break in welding service greater than 6 months.

b. Conform to all requirements specified in AWS D1.1/D1.1M.

SECTION 05 50 14.00 25 Page 5

1.5 Steel Erection Quality Control Plan

Submit a Steel Erection Quality Control Plan for erection of the sump separation wall. Plan shall include:

a. Safety Plan

b. Qualified Welders

c. Bolt Tightening Procedures

d. Fall Protection Procedures

e. CCO Crane Operator Certifications

f. Project Specific Erection Plan

PART 2 PRODUCTS

2.1 FABRICATION

2.1.1 Structural Steel

All structural steel shall conform to the following:

a. Stainless steel. All stainless steel shapes, bars, and plates shall be type 304 stainless steel meeting standards ASTM A276 or ASTM A240/A240M with a minimum yield strength of 30 KSI. Submit material certificates for stainless steel.

b. Steel or Galvanized Steel. All carbon steel grade 50 meeting the requirements of ASTM A572/A572M, ASTM A709/A709M, or ASTM A992/A992M depending on the usage. Submit material certificates for carbon steel.

2.1.2 Structural Fabrication

Material shall be straight before being laid off or worked. Perform straightening, if necessary, by methods that will not impair the metal.

Sharp kinks or bends will be cause for rejection of the material. Material with welds will not be accepted except where welding is definitely specified, indicated or otherwise approved. Make bends using approved dies, press brakes or bending rolls. Where heating is required, take precautions to avoid overheating the metal and allow it to cool in a manner that will not impair the original properties of the metal. Proposed flame cutting of material, other than structural steel, is subject to approval and shall be indicated on detail drawings. Shearing shall be accurate and all portions of the work neatly finished. Make corners square and true unless otherwise shown. Fillet re-entrant cuts to a minimum radius of 3/4 inch unless otherwise approved. Provide finished members free of twists, bends and open joints. Tighten bolts, nuts and screws.

2.1.2.1 Dimensional Tolerances for Structural Work

Measure dimensions using an approved calibrated steel tape of approximately the same temperature as the material being measured. The overall dimensions of an assembled structural unit shall be within the tolerances indicated on the drawings or as specified in the particular section of

SECTION 05 50 14.00 25 Page 6 these specifications for the item of work. Where tolerances are not specified in other sections of these specifications or shown, an allowable 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 more than 1/8 inch for members over 30 feet in length.

2.1.2.2 Structural Steel Fabrication

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. Prepare surfaces and edges in accordance with AWS D1.1/D1.1M, Subclause 3.2. Where structural steel is not to be welded, chipping or grinding will not be required except as necessary to remove slag and sharp edges of mechanically guided or hand-guided cuts not exposed to view. Chip, grind or machine to sound metal hand-guided cuts which are to be exposed or visible.

2.1.3 Welding

2.1.3.1 Welding of Structural Steel

2.1.3.1.1 Welding Procedures for Structural Steel

Prequalify welding procedures for structural steel as described in AWS D1.1/D1.1M, Subclause 3.1 or qualify by tests as prescribed in AWS D1.1/D1.1M, Clause 4. Properly documented evidence of compliance with all requirements of these specifications for previous qualification tests establish a welding procedure as prequalified. For welding procedures qualified by tests, the test welding and specimen testing will be witnessed and the test report document signed by the Contracting Officer and Engineer of Record. Approval of any welding procedure will not relieve the responsibility for producing a finished structure meeting all requirements of these specifications. The Contractor will be directed or authorized to make any changes in previously approved welding procedures that are deemed necessary or desirable by the Contractor Officer.

a. Submit a complete schedule of welding procedures for each steel structure to be welded prior to commencing fabrication. Provide the schedule in conformance with the requirements specified in the provisions AWS D1.1/D1.1M, Clauses 2, 3, 4, 6, 7 and applicable portions of Clause 8.

b. Provide within the schedule detailed procedure specifications and tables or diagrams showing the procedures to be used for each required joint. Include in the welding procedures filler metal, preheat, interpass temperature and stress-relief heat treatment requirements.

Clearly identify each welding procedure as being prequalified or required to be qualified by tests.

c. Show types and locations of welds designated or in the specifications to receive nondestructive testing in the schedule of welding procedures.

2.1.3.1.2 Welding Process

Perform welding of structural steel by an electric arc welding process using a method which excludes the atmosphere from the molten metal and

SECTION 05 50 14.00 25 Page 7 conforms to the applicable provisions of AWS D1.1/D1.1M. Minimize residual stresses, distortion and shrinkage from welding.

2.1.3.1.3 Welding Technique

2.1.3.1.3.1 Filler Metal

Provide the electrode, electrode-flux combination and grade of weld metal conforming to the appropriate AWS specification for the base metal and welding process being used or be as shown where a specific choice of AWS specification allowables is required. Include the AWS designation of the electrodes to be used in the schedule of welding procedures. Use only low hydrogen electrodes for manual shielded metal-arc welding regardless of the thickness of the steel. Use a controlled temperature storage oven at the job site as prescribed by AWS D1.1/D1.1M, Subclause 3.5 to maintain low moisture of low hydrogen electrodes.

2.1.3.1.3.2 Preheat and Interpass Temperature

Perform preheating as required by AWS D1.1/D1.1M, Subclause 3.5 or as otherwise specified except that the temperature of the base metal shall be at least 70 degrees F. Slowly and uniformly preheat the weldments by approved means to the prescribed temperature, held at that temperature until the welding is completed and then permitted to cool slowly in still air.

2.1.3.1.3.3 Stress-Relief Heat Treatment

Where stress relief heat treatment is specified or shown, perform in accordance with the requirements of AWS D1.1/D1.1M, Subclause 5.8 unless otherwise authorized or directed.

2.1.3.1.4 Workmanship

Perform welding workmanship in accordance with AWS D1.1/D1.1M, Clause 3 and other applicable requirements of these specifications.

2.1.3.1.4.1 Preparation of Base Metal

Prior to welding inspect surfaces to be welded to ensure compliance with AWS D1.1/D1.1M, Subclause 3.2.

2.1.3.1.4.2 Temporary Welds

Make temporary welds, required for fabrication and erection, under the controlled conditions prescribed for permanent work. Make temporary welds using low-hydrogen welding electrodes and by welders qualified for permanent work as specified in these specifications. Conduct preheating for temporary welds as required by AWS D1.1/D1.1M for permanent welds except that the minimum temperature shall be 120 degrees F in any case. In making temporary welds, do not strike arcs in other than weld locations.

Remove each temporary weld and grind flush with adjacent surfaces after serving its purpose.

2.1.3.1.4.3 Tack Welds

Subject tack welds that are to be incorporated into the permanent work to the same quality requirements as the permanent welds; clean and thoroughly fuse them with permanent welds. Perform preheating as specified above for

SECTION 05 50 14.00 25 Page 8 temporary welds. Multiple-pass tack welds shall have cascaded ends.

Remove defective tack welds before permanent welding.

2.1.3.2 Welding of Steel Studs

Conform to the requirements of AWS D1.1/D1.1M, Clause 7, except as otherwise specified for the procedures for welding steel studs to structural steel, including mechanical, workmanship, technique, stud application qualification, production quality control and fabrication and verification inspection procedures.

2.1.3.2.1 Application Qualification for Steel Studs

As a condition of approval of the stud application process, furnish certified test reports and certification that the studs conform to the requirements of AWS D1.1/D1.1M, Subclauses 7.2 and 7.3, certified results of the stud manufacturer's stud base qualification test, and certified results of the stud application qualification test as required by AWS D1.1/D1.1M, Subclause 7.6, prior to commencing fabrication, except as otherwise specified.

2.1.3.2.2 Production Quality Control

Conform to the requirements of AWS D1.1/D1.1M, Subclause 7.7, except as otherwise specified for quality control for production welding of studs.

Weld studs on which pre-production testing is to be performed in the same general position as required on production studs (flat, vertical, overhead or sloping). If the reduction of the length of studs becomes less than normal as they are welded, stop welding immediately and do not resume until the cause has been corrected.

2.1.4 Bolted Connections

2.1.4.1 Bolted Structural Steel Connections

Provide bolts, nuts and washers as indicated. Equip all nuts with washer.

Use beveled washers where bearing faces have a slope of more than 1:20 with respect to a plane normal to the bolt axis. Where the use of stainless steel bolts is specified or indicated, the materials, conform workmanship and installation to the applicable provisions ofASTM F593. Nuts shall conform to ASTM F594. Submit bolt and nut material certificates.

a. Accurately locate bolt holes, smooth, perpendicular to the member and cylindrical.

b. Drill or subdrill holes for regular bolts and ream in the shop and not more than 1/16 inch larger than the diameter of the bolt, unless indicated.

c. Match-ream or drill holes for fitted bolts in the shop. Remove burrs resulting from reaming. Keep bolt threads entirely outside of the holes. The body diameter of bolts shall have tolerances as recommended by ASME B4.1 for the class of fit specified. Place fitted bolts in reamed holes by selective assembly to provide an LN-2 fit.

d. Holes for bolts shall not have diameters more than 1/16 inch larger than bolt diameters. If the thickness of the material is not greater than the diameter of the bolts, the holes may be punched. If the thickness of the material is greater than the diameter of the bolts the

SECTION 05 50 14.00 25 Page 9 holes may be drilled full size or subpunched or subdrilled at least 1/8 inch smaller than the diameter of the bolts and then reamed to full size. Poor matching of holes will be cause for rejection. Drifting occurring during assembly cannot distort the metal or enlarge the holes. Reaming to a larger diameter of the next standard size bolt will be allowed for slight mismatching.

e. Install all stainless steel fasteners with an approved marine grade anti-seizing compound such as Bostick Mariner's Choice anti-seize SAF-T-EZE marine grade, or approved equal with similar salient characterisitcs, applied per manufacturer's recommendations.

2.1.5 Machine Work

2.1.5.1 Unfinished Surfaces

Lay out all work to secure proper matching of adjoining unfinished surfaces unless otherwise directed. Where there is a large discrepancy between adjoining unfinished surfaces chip and grind smooth or machine to secure proper alignment. Unfinished surfaces shall be true to the lines and dimensions shown and be chipped or ground free of all projections and rough spots. Fill in depressions or holes not affecting the strength or usefulness of the parts in an approved manner.

2.1.5.2 Pin Holes

Pin holes are to be bored true to gauges, smooth, straight and at right angles to the axis of the member. Do the boring after the member is securely fastened in position.

2.1.6 Miscellaneous Provisions

2.1.6.1 Metallic Coatings

Zinc Coatings - Apply zinc coatings in a manner and of a thickness and quality conforming to ASTM A123/A123M. Where zinc coatings are destroyed by cutting, welding or other causes regalvanize the affected areas.

Regalvanize coatings 2 ounces or heavier with a suitable low-melting zinc base alloy similar to the recommendations of the American Hot-Dip Galvanizers Association to the thickness and quality specified for the original zinc coating. Repair coatings less than 2 ounces in accordance with ASTM A780/A780M.

2.1.7 Shop Assembly

Assemble each machinery and structural unit furnished in the shop to determine the correctness of the fabrication and matching of the component parts unless otherwise specified. Do not exceed those tolerances shown.

Closely check each unit assembled to ensure that all necessary clearances have been provided and that binding does not occur in any moving part.

Assembly in the shop shall be in the same position as final installation in the field unless otherwise specified. Perform assembly and disassembly work in the presence of the Contracting Officer unless waived in writing.

Immediately remedy errors or defects disclosed by the Contractor without cost to the Government. Before disassembly for shipment match-mark each piece of a machinery or structural unit to facilitate erection in the field. Indicate the location of match-marks by circling with a ring of white paint after the shop coat of paint has been applied or as otherwise directed.

SECTION 05 50 14.00 25 Page 10

2.1.8 Painting

After fabrication work is completed, paint all separation wall components, except for the galvanized steel and the stainless steel components, with Devoe Bar Rust 235 applied per manufacturer's recommendations, or an approved equal. Touch up any damaged paint coatings that may occur during handling or assembly.

2.1.9 Gaskets for Separation Wall

The gasket material for the separation wall shall be nitrile butadiene rubber (NBR) with a shore A durometer rating of 60 per ASTM D2240. Use gasket thickness as indicated. Use Garlock brand model number 9122, or approved equal. Tighten flange bolts in a pattern to ensure even gasket compression.

2.2 TESTS, INSPECTIONS, AND VERIFICATIONS

Perform material tests and analyses certified by an approved laboratory to demonstrate that materials are in conformity with the specifications.

These tests and analyses must be performed and certified at the Contractor's expense. Perform tests, inspections, and verifications conforming to the requirements of the particular sections of these specifications for the respective items of work unless otherwise specified or authorized. Conduct tests in the presence of the Contracting Officer if so required. Furnish specimens and samples for additional independent tests and analyses upon request by the Contracting Officer. Properly label specimens and samples and prepare for shipment. Submit certified test reports for materials with all materials delivered to the site.

2.2.1 Nondestructive Testing

When doubt exists as to the soundness of any material part, such part may be subjected to any form of nondestructive testing determined by the Contracting Officer. This may include ultrasonic, magnaflux, dye penetrant, x-ray, gamma ray or any other test that will thoroughly investigate the part in question. The cost of such investigation will be borne by the Government. Any defects will be cause for rejection; replace and retest rejected parts at the Contractor's expense.

2.2.2 Tests of Structural Units

The details for tests of structural units must conform to the requirements of the particular sections of these specifications covering these items.

Assemble each complete structural unit and test them in the shop, in the presence of the Contracting Officer, unless otherwise directed. Waiving of tests will not relieve the Contractor of responsibility for any fault in operation, workmanship or material that occurs before the completion of the contract or guarantee. After being installed at the site, operate each structural unit through a sufficient number of complete cycles to demonstrate to the satisfaction of the Contracting Officer that it meets the specified operational requirements in all respects.

2.2.3 Inspection of Structural Steel Welding

Nondestructive testing of designated welds will be required. Supplemental examination of any joint or coupon cut from any location in any joint may be required.

SECTION 05 50 14.00 25 Page 11

2.2.3.1 Visual Examination

For all visual examination of completed welds clean and carefully examine for insufficient throat or leg sizes, cracks, undercutting, overlap, excessive convexity or reinforcement and other surface defects to ensure compliance with the requirements of AWS D1.1/D1.1M, Clause 6, Subclause 6.9, Part C. A Certified Welding Inspector inspects 100% of all completed welds and documents visual inspection in accordance with AWS D1.1/D1.1M.

Submit Certified Welding Inspector documentation showing that the CWI meets all requirements of AWS QC1. Record final inspection and submit a Weld Inspection Log which identifies final visual inspection of all welds completed by the CWI.

2.2.3.2 Nondestructive Testing

Perform as designated or described in the sections of these specifications, the nondestructive testing of shop and field welds covering the particular items of work. Record final nondestructive testing and submit a Weld Inspection Log which identifies final NDT inspection of all welds requiring inspection.

2.2.3.2.1 Testing Agency

The nondestructive testing of welds and the evaluation of tests as to the acceptability of the welds must be performed by a testing agency adequately equipped and competent to perform such services or by the Contractor using suitable equipment and qualified personnel. All personnel performing nondestructive testing must be certified Level II in the method of NDT being utilized in accordance with ANSI/ASNT CP-189. Submit Nondestructive Testing Personnel prior to all testing.In either case, written approval of the examination procedures is required and perform the examination tests in the presence of the Contracting Officer. The evaluation of tests are subject to the approval and all records become the property of the Government.

2.2.3.2.2 Examination Procedures

Conform to the following requirements.

2.2.3.2.2.1 Ultrasonic Testing

Make, evaluate and report ultrasonic testing of welds in conform to the requirements of AWS D1.1/D1.1M, Clause 6, Part C. Provide ultrasonic equipment capable of making a permanent record of the test indications.

Make a record of each weld tested.

2.2.3.2.2.2 Magnetic Particle Inspection

Conform magnetic particle inspection of welds to the applicable provisions of ASTM E709.

2.2.3.2.2.3 Dye Penetrant Inspection

Perform dye penetrant inspection of welds conforming to the applicable provisions of ASTM E165/E165M.

SECTION 05 50 14.00 25 Page 12

2.2.3.2.3 Acceptability of Welds

Welds will be unacceptable if shown to have defects prohibited by AWS D1.1/D1.1M, or possess any degree of incomplete fusion, inadequate penetration or undercutting.

2.2.3.2.4 Welds to be Subject to Nondestructive Testing

a. 100 percent of all CJP welds shall be subjected to Ultrasonic Testing per AWS D1.1/D1.1M Table 6.2.

b. 25 percent of all PJP and Fillet welds shall be subjected to MT in accordance with AWS D1.1/D1.1M

2.2.3.3 Test Coupons

The Government reserves the right to require the Contractor to remove coupons from completed work when doubt as to soundness cannot be resolved by nondestructive testing. Should tests of any two coupons cut from the work of any welder show strengths less than that specified for the base metal it will be considered evidence of negligence or incompetence and such welder will be removed from the work. When coupons are removed from any part of a structure, repair the members cut in a neat manner with joints of the proper type to develop the full strength of the members. Peen all repaired joints as approved or directed to relieve residual stress. The expense for removing and testing coupons, repairing cut members and the nondestructive testing of repairs is borne by the Government or the Contractor in accordance with the Contract Clauses INSPECTION AND

ACCEPTANCE.

2.2.3.4 Supplemental Examination

When the soundness of any weld is suspected of being deficient due to faulty welding or stresses that might occur during shipment or erection, the Government reserves the right to perform nondestructive supplemental examinations before final acceptance. The cost of such inspection will be borne by the Government.

2.2.4 Structural Steel Welding Repairs

Repair defective welds in the structural steel welding repairs in accordance with AWS D1.1/D1.1M, Subclause 3.7. Remove defective weld metal to sound metal by use of air carbon-arc or oxygen gouging. Thoroughly clean surfaces before welding. Retest welds that have been repaired by the same methods used in the original inspection. Except for the repair of members cut to remove test coupons and found to have acceptable welds costs of repairs and retesting will be borne by the Contractor. Submit Structural Steel Welding Repairs plans for steel, prior to making repairs.

2.2.5 Inspection and Testing of Steel Stud Welding

Perform fabrication and verification inspection and testing of steel stud welding conforming to the requirements of AWS D1.1/D1.1M, Subclause 7.8 except as otherwise specified. The Contracting Officer will serve as the verification inspector. Bend or torque test one stud in every 100 and studs that do not show a full 360 degree weld flash, have been repaired by welding or whose reduction in length due to welding is less than normal as required by AWS D1.1/D1.1M, Subclause 7.8. If any of these studs fail, bend or torque test two additional studs. If either of the two additional

SECTION 05 50 14.00 25 Page 13 studs fails, all of the studs represented by the tests will be rejected.

Studs that crack under testing in either the weld, base metal or shank will be rejected and replaced by the Contractor at no additional cost.

PART 3 EXECUTION

3.1 INSTALLATION

Thoroughly clean all parts to be installed. Remove packing compounds, rust, dirt, grit and other foreign matter. Clean the holes and grooves for lubrication. Examine enclosed chambers or passages to make sure that they are free from damaging materials. Where units or items are shipped as assemblies they will be inspected prior to installation. Disassembly, cleaning and lubrication will not be required except where necessary to place the assembly in a clean and properly lubricated condition. Do not use pipe wrenches, cold chisels or other tools likely to cause damage to the surfaces of rods, nuts or other parts used for assembling and tightening parts. Tighten bolts and screws firmly and uniformly but take care not to overstress the threads. When a half nut is used for locking a full nut place the half nut first followed by the full nut. Lubricate threads of all bolts except high strength bolts, nuts and screws with an appropriate Lubricant before assembly. Coat threads of corrosion-resisting steel bolts and nuts with an approved antigalling compound. Driving and drifting bolts or keys will not be permitted.

3.1.1 Alignment and Setting

Accurately align each structural unit by the use of steel shims or other approved methods so that no binding in any moving parts or distortion of any member occurs before it is fastened in place. The alignment of all parts with respect to each other shall be true within the respective tolerances required. Set true machines to the elevations shown.

3.2 TESTS

3.2.1 Workmanship

Workmanship must be of the highest quality and in accordance with the best modern practices to conform with the specifications for the item of work being furnished.

3.2.2 Production Welding

Perform production welding conforming to the requirements of AWS D1.1/D1.1M or AWS D1.2/D1.2M, as applicable. Studs, on which pre-production testing is to be performed, shall be welded in the same general position as required on production items (flat, vertical, overhead or sloping). Test and production stud welding will be subjected to visual examination or inspection. If the reduction of the length of studs becomes less than normal as they are welded, stop welding immediately and do not resume until the cause has been corrected.

3.3 Separation Wall Commissioning

After construction of the sump separation wall is complete, perform a commissioning test to verify that the wall has achieved a watertight seal between the two halves of the sump as intended. Submit a separation wall commissioning plan for approval prior to performing the commissioning test and a post commissioning report per the submittal requirements in

SECTION 05 50 14.00 25 Page 14 specification section 01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS. Follow the commissioning procedure below:

a. Isolate and stop all inflows to the unwatering and drainage sumps.

b. Pump down unwatering sump to EL. 1225.

c. Fill drainage sump to EL. 1235.

d. From the EL. 1240 platform in the unwatering sump, visually observe wall and inspect for leakage. Over the period of two hours, take note of the water level in the unwatering sump. Observe and note water level changes in the two halves of the sump.

e. Fill the the drainage sump to EL. 1245. If water level has changed beyond EL. 1225 in the unwatering sump, pump the sump down to EL. 1225 prior to commencing with step f.

f. From the EL. 1248.50 platform in the unwatering sump, visually observe wall and inspect for leakage. Over the period of two hours, take note of the water level in the unwatering sump. Observe and note water level changes in the two halves of the sump.

g. Drain both unwatering and drainage sides of sump. Enter the sump and inspect the wall from EL. 1225, EL. 1240 and EL. 1248.50 and note any changes in the wall condition as compared to the pre-commissioning condition.

h. If leaks are observed and the locations are known, attempt to correct leakage by adjusting the bolts in the area of the leakage.

Perform applicable tests again as needed to determine if the adjustments were successful at removing the leakage. Repeat as necessary.

-- End of Section --

SECTION 05 50 14.00 25 Page 15

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 17 PAGES

01 10 10.00 25 SD-01 Preconstruction Submittals

1.4 GSchedule for Construction

1.10 GUtility Outage Request

1.10 GUtility Connection Request

1.15 GAccess Agreements and Work

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1.17 GSecurity Procedures

1.18 GAnnual Antiterrorism and

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1.21.1 GContractor's Planned Equipment

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1.21.2 GPlant and Equipment List

1.25.1 GGas, Vapor, Fume, Dust, and

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1.28 GDisposal Plan

1.34 GCommissioning Plan

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1.35 GCommissioning Report

01 22 00.00 25 SD-01 Preconstruction Submittals

1.5.1 GSchedule of Mobilization and

Demobilization Costs 01 32 01.00 25 SD-01 Preconstruction Submittals

1.6.1 GECCCPreliminary Schedule

1.6.2 GECCCInitial Schedule

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1.5 GSubmittal Register

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01 33 00 SD-07 Certificates 1.10.2Authorized Shop Drawing

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1.6.1.3 GCrane Operators

1.7.3 GTraining Plan

1.7.4 GHazardous Energy Control Plan

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1.8 GAccident Prevention Plan (APP)

1.9 GActivity Hazard Analysis (AHA)

3.4 GScaffolding

1.8.2 GFatigue Management Plan (FMP)

SD-06 Test Reports 1.4Regulatory Citations, Violations, and Corrective Action 1.5Drug and Alcohol Use Prevention

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01 35 27.00 25 1.6 GDive Plan and Schedule

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1.6 GCompany Safe Practice Manual

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1.10 GEnvironmental Protection Plan

01 78 23.00 25 SD-01 Preconstruction Submittals

1.2 GO&M Manual Execution Plan

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1.3 GOperation and Maintenance

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1.4 GRecord Drawings Execution Plan

1.5Working As-Built Drawings

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01 78 39.00 25 1.7.2.3Final Working As-Built Drawings

1.8 GFinal Record Drawings

03 11 13.00 25 SD-02 Shop Drawings

2.2.4 GFormwork

3.1.1 GFormwork

2.2.4 GForm Removal Schedule

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1.3 GDesign

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1.3 GCalculations

SD-06 Test Reports 3.4Job-cured Test Specimens 3.5Inspection

03 15 00.00 25 SD-02 Shop Drawings

2.4 GWaterstops

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03 15 00.00 25 2.4Waterstops

2.5.2 GSplicing Waterstops

SD-07 Certificates 2.2Preformed Expansion Joint Filler 2.3Sealant 2.4Waterstops

03 30 53.00 25 SD-02 Shop Drawings

1.4 GInstallation Drawings

SD-03 Product Data 2.2.3.1Air-Entraining Admixture 2.2.3.2Accelerating Admixture 2.2.3.3Water-Reducing or Retarding

Admixture 2.2.11Curing Materials 2.2.6Expansion Joint Filler Strips, Premolded 2.2.8Joint Sealants - Field Molded

Sealants 2.4.1Waterstops 2.4.2Chemical Floor Hardener

2.2.7 GLatex Bonding Compound

3.2Conveying and Placing Concrete 2.2.9Formwork

2.3 GMix Design Data

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03 30 53.00 25 2.2.5Mechanical Reinforcing Bar Connectors

SD-06 Test Reports 2.2.2Aggregates

2.1.3 GConcrete Mixture Proportions

3.8.3 GCompressive Strength Testing

3.8.3 GSlump

3.8.3Air Content 2.2.4Water

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05 50 03.00 26 SD-01 Preconstruction Submittals

1.4.2.2 GNDE Written Practice

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3.2.4.1 G HDCWelding Procedures

3.3.2.6 G HDCWelding Repair Plan

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05 50 03.00 26 3.2.3 G HDCQualification of Welders and Welding Operators

3.3.2.1 G HDCCertified Weld Inspector's

Qualifications

3.3.2.3Inspection Agency Qualifications 05 50 04.00 26 SD-05 Design Data

1.5.2.1 G HDCPlatform Design Calculations

1.5.2.2 G HDCPlatform Detailed Drawings

1.5.2.1 G HDCRegistered Professional Engineer

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1.4 G CTest of Materials

2.1Materials

05 50 14.00 25 SD-02 Shop Drawings

1.4.2 GDetail Drawings

2.1.3.1 GWelding of Structural Steel

2.2.4 GStructural Steel Welding Repairs

2.2.4 GStructural Steel Welding Repairs

SD-03 Product Data 2.1.3.1.3.1GFiller Metal;

3.1 GLubricant;

3.3 GSeparation Wall Commissioning

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05 50 14.00 25 2.1.1Material Certificates for Carbon Steel

2.1.4.1 GAnti-Seizing Compound;

2.1.9 GGaskets for Separation Wall;

SD-06 Test Reports

2.2 GTESTS, INSPECTIONS, AND

VERIFICATIONS;

3.3 GCommissioning Report;

SD-07 Certificates 1.4.3Welding Qualifications

1.4.1 GAISC Fabrication Plant Quality

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1.5 GSteel Erection Quality Control

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2.2.3.1 GWeld Inspection Log;

2.2.3.2 GWeld Inspection Log;

2.2.3.1 GCertified Welding Inspector;

2.2.3.2.1Nondestructive Testing

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2.1.3.2.1 GApplication Qualification for Steel

Studs 09 97 02 SD-01 Preconstruction Submittals

1.3 GSafety, Health, and

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1.3.1 GSafety Plan

1.3.1.6 GConfined Spaces Plan

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09 97 02 1.3.1.7 GRespiratory Protection Plan

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Sheet SD-06 Test Reports

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13 50 00.00 25 SD-02 Shop Drawings 3.1Coupling and Bracing 2.1Equipment Requirements

1.2.4 GContractor Designed Bracing

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3.1 GCoupling and Bracing

2.1 GEquipment Requirements

1.2.4 GContractor Designed Bracing

22 00 00.00 26 SD-01 Preconstruction Submittals

2.2 GSchedule of Materials and

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3.1 GPlan and Schedule

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2.6.1.2 G HDCDetailed Shop Drawings

2.7.10 G HDCDetailed Shop Drawings

3.2.1 G HDCDetailed Shop Drawings

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22 00 00.00 26 2.6.1 G HDCComponent Selection Notebook

2.6.1.3 G HDCComponent Selection Notebook

3.12.1 G HDCAlternating Pump Starter

Assembly SD-05 Design Data

2.6.1.2Thrust bearing oil cooler computations

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3.5.4 G HDCPressure Test

3.6.1 G HDCPressure Test

3.6.1 G HDCPressure Test

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2.1 GMaterials and Equipment

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3.4 GQualifications Statement

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