W912BV20R052 Amendment 0001.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

Sardis Emergency Gate and Wet Well Repair

Amendment 0001 is hereby issued to incorporate the follow ing changes:

Delete previously issued Sections 01 00 00, 35 01 41.00 10, and 35 20 00 and replace w ith new Sections 01 00 00, 35 01 41.00 10, and 35 20 00 attached hereto. The period of performance for the base contract is changed from 200 days to 300 days. No additional time w ill be given for the option if exercised.. Original installation draw ings have been made available w ith the solicitation. All other terms and conditions remain the same.

POC Contract Specialist, CPT Jason Floyd, jason.l.floyd@usace.army.mil or 918-669-7022

1. CONTRACT ID CODE PAGE OF PAGES

J 1 31

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

16C. DATE SIGNED

BY 26-Aug-2020

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 W912BV20R0052

X 9B. DATED (SEE ITEM 11)

03-Aug-2020

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

26-Aug-2020

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV20R0052

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

SUMMARY OF CHANGES

(End of Summary of Changes)

The following items are applicable to this modification:

SECTION 01 10 00 - STATEMENT OF WORK

SUMMARY OF WORK

SUMMARY OF CHANGES - AMENDMENT 0001

SOLICITATION NO. W912BV20R0052

EMERGENCY GATE AND WET WELL REPAIR

SARDIS LAKE, OKLAHOMA

AUGUST 26, 2020

Standard Form (SF) 30, Block 14 (continuation):

The proposal documents shall be revised as follows:

SPECIFICATIONS

Delete previously issued Sections 01 00 00, 35 01 41.00 10, and 35 20 00 and replace with new Sections 01 00 00, 35 01 41.00 10, and 35 20 00 attached hereto. Text and paragraphs containing revisions are highlighted by bold text.

END OF SUMMARY OF CHANGES – AMENDMENT 0001

SECTION 01 00 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

This section provides a summary of the work to be performed on the existing bridge crane, wet well gates and accessories, low flow gate and accessories, service gate stems and accessories, emergency gate stems and accessories, electrical gate operators, and related items at Sardis Lake.

See Detailed Work Plan below for general requirements. See specifications and drawings for specific requirements. This project will be a total turn-key contract with all work being performed by the Contractor. The Contractor shall provide all plant, materials, equipment, labor, instruments, 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 only those items specifically stated in writing in the contract documents to be provided by the Government. All other items shall be provided by the Contractor.

Where contract documents and criteria appear to be in conflict, the Contractor shall consult the Contracting Officer (CO) or Administrative Contracting Officer (ACO), as applicable, for clarification before beginning any work.

1.2 WORK HOURS

The Contractor may only work between 7:00 a.m. and 6:00 p.m. Monday through Friday excluding official Federal Government holidays unless otherwise requested in writing by the Contractor and approved in writing by the ACO.

1.3 MANDATORY SEQUENCE OF WORK

The Contractor must inspect and load test the existing overhead bridge crane before performing any other on-site work and before any payment will be made to the Contractor. See other requirements below before inspection, testing, and use of existing bridge crane is allowed.

1.4 REFERENCES

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

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.2 (2017) Overhead and Gantry Cranes (Top Running Bridge, Single or Multiple Girder, Top Running Trolley Hoist)

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

CID A-A-59004 (1995; Rev A) Anti-Galling Compound, Thread Lubricating, Seizing Resistant, And Calcium Hydroxide Containing

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards 29 CFR 1926 Safety and Health Regulations for Construction

1.5 SAFETY

All work shall be performed in accordance with the requirements of EM 385-1-1, 29 CFR 1910, and 29 CFR 1926 and all subsequently issued interim changes and errata. Matters of interpretation of the standards shall be submitted to the Contracting Officer 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. When safety violations arise, all work shall be stopped immediately and shall not resume until violations are corrected to the sole satisfaction of the Contracting Officer. Stoppages of work due to safety violations shall not be considered for contract time extensions and the Contractor shall be not be reimbursed for any costs due to these work stoppages.

1.6 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 (ECD-C = E&C Division, Engr Br, Civil Design Section). Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Traffic Control Plan; G Traffic Control Plan shall be submitted to and approved by the Administrative Contracting Officer (ACO) and the Oklahoma Department of Transportation (ODOT). The Contractor shall be responsible for direct coordination with ODOT.

Detailed Work Plan; G, ECD-C A detailed work plan shall be submitted and shall address the items listed in PART 3 below.

Crane Placement Plan; G A crane placement plan shall be submitted if any crane other than the existing Government crane and equipment will be used.

1.7 DEWATERING/CONTROL OF WATER

The Contractor shall be fully responsible for dewatering the work areas and continuous control of water through the life of this contract in order to perform the work and meet quality control requirements. The Government will not assist in dewatering/control of water. See Section 02 00 00 for detailed requirements.

1.8 LEAKAGE OF EXISTING GATES

The Contractor is advised the existing gates and bulkheads leak varying amounts of water and may cause difficulty in completing the work in this contract.

1.9 VENTILATION AND CONFINED SPACE

Providing adequate ventilation and conforming to any applicable confined space requirements shall be the Contractor's responsibility.

1.10 RESERVOIR INFORMATION AND HISTORICAL DATA

Sardis Lake reservoir information may be viewed at http://www.swt-wc.usace.army.mil/SARD.lakepage.html. Sardis Lake monthly charts of reservoir data since November 1994 may be viewed at http://www.swt-wc.usace.army.mil/SARDcharts.html. Any conclusions drawn by the Contractor from this data are done so at the Contractor's risk.

1.11 LAKE DRAWDOWN/ELEVATION

The lake will not be drawn down or the elevation otherwise changed for execution of work under this contract.

1.12 GATES OUT OF SERVICE

Only one flood control conduit may be out of service at any time. The remaining flood control gates must remain in service at all times to allow releases of water as necessary for Government operation of the facilities.

1.13 WATER RELEASES

Water releases may impact the Contractor's operations. Releases will be made as necessary to perform flood control, water quality, water supply, and all other authorized project purposes. No project purposes will be altered or compromised to accommodate any work under this contract. The Government will give 24 hours advance notice to the Contractor when water releases and/or gate changes are made.

Flood releases will be made as required for flood damage reduction. The Contractor shall develop a flood release plan as a part of the Water Control Plan in Section 02 00 00 to remove all construction equipment, scaffolding, machinery, etc. within 48 hours and re-assemble all gate hoist equipment and facilities in order for the Government to operate the service and emergency gates and outlet works for flood damage reduction purposes. The Contractor shall implement the flood release plan upon direction of the ACO. Costs to implement the flood release plan shall be as addressed in the Changes Clause of the contract.

The Contractor's on-site superintendent shall be accessible to communications from the Government at all times and will be notified of gate changes by the Government. In flood release emergencies, every effort will be made to give the Contractor a minimum of 24 hours notification of gate changes. The Contractor shall constantly monitor weather conditions and forecasts and be prepared for potential emergency conditions. The Contractor shall be continuously prepared to move, secure, and protect work areas, marine plant, equipment, and personnel from flood releases.

1.14 USE OF BRIDGE CRANE AND HOIST EQUIPMENT

The Contractor shall not operate the existing bridge crane or any other Government hoisting equipment until meeting the requirements of EM 385-1-1, Section 16, these specifications and receiving written approval from the ACO. Until the Contractor meets the requirements of EM 385-1-1, these specifications and receives ACO approval, only authorized Government personnel may operate the crane and hoisting equipment. The Contractor shall be subject to other Government priorities which will require the Contractor to wait until Government personnel are available to operate the crane and equipment.

1.15 SPECIAL REQUIREMENTS FOR OTHER CRANES

The Contractor shall furnish all other crane(s) necessary to perform the work in this contract. The Contractor shall not exceed the load limits of the service bridge and other structures. If the Contractor desires to place a crane on the bridge, they must first analyze the bridge for that crane lifting the loads and develop a crane placement plan for review by the Government. The Contractor's crane/bridge analysis shall be performed by a Licensed Professional Engineer with documented experience in crane load and bridge design analyses. The Contractor shall submit to the ACO for approval the load analysis and an operation plan showing the size and type of crane, where and how it will be operated, and how the outriggers will be placed. Government review of the plan and any required resubmittals may take up to 30 days for each review. Depending upon the weight, the boom, and/or the placement of the outriggers, the bridge may not support the Contractor's desired crane operations.

1.16 LOAD RATING FOR SERVICE BRIDGE

The inventory rating is 0.73 times the HS20 truck load while the operating rating is 1.19 times the HS20 truck load.

1.17 LIMITED ACCESS

The Contractor shall enter and exit the project site only through Government approved access points as directed by the ACO.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

3.1 CONTRACTOR STAGING AREA

The Government has identified an area for the Contractor's use for staging, storage, and other contract activities. The Contractor shall provide all necessary facilities (gates, fences, gravel, office trailers, storage buildings, fuel tanks, etc.) and utilities. The Government will provide no facilities. The Contractor shall obliterate all facilities and return the area to its pre-contract state (including grading and turfing) before the contract is deemed to be complete by the Government. Payment may be withheld pending acceptable obliteration of these facilities.

3.2 DETAILED WORK PLAN

A detailed work plan shall be submitted. The plan shall include detailed construction methods and procedures, manpower (including each trade/skill required and crew size), and equipment (including make, model, size, capacity, and weight). In addition, the work plan shall include details for the following:

1. Inspection and load testing of the existing overhead bridge crane in accordance with ASME B30.2. Label crane accordingly.

See Section 35 20 00.

2. Replace wet well gate 2 stem, couplings, and stem guide.

3. Replace electrical operators for 3 wet well gates. For the upper two gates the operator shall be capable of lifting the gate ~7.5 ft in 7.5 minutes against 20 ft of head. For the lower wet well gate, the operator shall be capable of lifting the gate ~8.5 ft in 8.5 minutes against 35 ft of head.

4. Remove low flow gate. Blast and paint per specification.

Reinstall rehabilitated low flow gate.

5. Replace the low flow gate operator. The operator shall be capable of lifting the gate ~5.5 ft in 5.5 minutes against 70 ft of head.

6. Replace 13 stem guides with bushings for the low flow gate at elevations shown on drawing R-019. Existing stem guide detail is shown on drawing R-028 and R-029. Twelve of the replacement stem guides must be of the extension type shown on drawings M-100 and M-101. One of the replacement stem guides must be of the low flow operator stem guide type shown on drawings M-200 and M-201.

7. Replace 20 (total) stem guides with bushings for the service and emergency gates at elevations shown on drawing R-019.

Existing stem guide detail is shown on drawing R-029. Replacement stem guides must be of the extension type shown on drawings M-100 and M-101.

8. Design and install new Emergency Gate latch hooks for Emergency Gate that does not dog off. See drawing R-022. Once dogged off, open top hydraulic cylinder head and inspect/remove obstructions. Reattach hydraulic cylinder head, top off with oil and test hydraulic system for functionality and leaks.

9. Replace Service and Emergency Gate extension stem (see drawing M-300).

10. Replace Service and Emergency Gate connection stem (see drawing M-301).

11. Replace low flow extension stem (M-300).

12. Low Flow Gate

a) Paint low flow gate according to Section 09 97 02. There is a total of one low flow gate.

b) Test low flow gate after painting. Maximum allowable leakage is 1.5 gallon per minute. The low flow gate shall be operable from closed to fully opened position without any binding.

c) Replace o-ring on low flow gate stem assembly.

d) Contractor shall field verify the controlled dimensions of the low flow gate before rehabilitation and report any discrepancies.

e) Inspect low flow gate and provide inspection reports.

Option #1 - Replace brass vertical and horizontal leaf seals including special cap screws.

In addition to the above itemized requirements, the Contractor shall submit any additional information as directed by the ACO.

In addition to the above itemized requirements, the Contractor shall submit any additional information as directed by the ACO.

3.3 TRAFFIC CONTROL

Prior to starting work at the dam, the Contractor shall submit a traffic control plan for Government review and approval. The traffic control plan shall be in accordance with all requirements of this contract and the

Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition and all revisions. The Contractor shall also submit the traffic control plan to the Oklahoma Department of Transportation (ODOT). The Contractor shall receive both ACO and ODOT approval before partial or complete road closure and provide written proof of ODOT approval to the ACO. All coordination with ODOT shall be the responsibility of the Contractor.

The road crossing the dam is State Highway 43 and occasionally carries a considerable amount of traffic, especially during weekends and summer lake holidays. Closures shall take place only during the contract specified work hours and traffic control devices shall be removed after each day's work. Two-lane road closure will only be allowed during use of a crane (if necessary) or delivery/transportation of the gates and materials. Two lane road closures shall take place only between the hours of 9 a.m. and 3 p.m. Monday through Friday. The Contractor shall notify the ACO, ODOT, the public, and local, county, and state officials seven (7) calendar days before all partial or complete road closures. No complete road closures shall take place two calendar days before, during, or two calendar days after a Federal holiday unless prior approval is granted in writing by the

ACO.

3.4 PROTECTION OF GOVERNMENT PROPERTY

In addition to all contract requirements to protect Government property, the Contractor shall take particular care to protect the gate tower area and gate hoist operating machinery assemblies, which are highly susceptible to damage by dust, blast media, and debris. The Contractor shall not drill holes or otherwise alter or deface any existing structure unless requested in writing with proposed repair methods and approved in writing by the ACO.

3.5 ANTI-SEIZE COMPOUND ON HARDWARE

Before assembly, the Contractor shall coat all threads on hardware, nuts, bolts, and screws with an approved anti-seize compound meeting the requirements of CID A-A-59004. Compound shall be submitted for approval by the ACO before use.

3.6 CLEAN UP

After completion of construction, the Contractor shall clean all Contractor-generated blast media and construction debris from Government property. The Contractor shall ensure that all drain holes are completely open.

3.7 GENERAL GUIDELINES FOR REMOVING LOW FLOW GATE

Below are general guidelines for removing the low flow gate and are not fixed. After the preconstruction meeting, the Contractor must submit detailed descriptions of the steps they intend to take to safely secure, remove, and reinstall the low flow gate and associated equipment in the detailed work plan. Do not dispose of the items being replaced under this contract until authorization by the Contracting Officer.

1. Set applicable bulkhead.

2. Drain water from the wet well.

3. With low flow gate in the fully lowered position, stabilize gate as described in the Government approved low flow gate removal/installation plan

4. Unbolt extension stem from low flow operator stem.

5. Raise low flow operator stem so that it is separated from the adjacent extension stem

6. Lock out power to low flow electrical actuator and disconnect electrical connections

7. Remove the adapter flange from the low flow operator stem. See drawing BE 350-C3-55/9 for adapter flange details.

8. Unbolt low flow actuator base from floor

9. Remove low flow actuator with operator stem

10. Remove existing low flow operator stem guide

11. Secure next extension stem and unbolt from the adjacent extension stem

12. Unbolt extension stem guides that correspond with the extension stem guide to be removed. Remove that extension stem and corresponding extension stem guides. Continue until all extension stems and extension stem guides are removed.

13. Secure low flow gate stem. Turn stem nut until it is disengaged from the gate stem

14. Remove low flow gate stem.

15. Remove low flow gate.

3.8 GENERAL GUIDELINES FOR INSTALLING GATE

Below are general guidelines for installing the low flow gate and are not fixed. After the preconstruction meeting, the Contractor must submit detailed descriptions of the steps they intend to take to safely secure, remove, and reinstall the low flow gate and associated equipment in the detailed work plan.

1. Install rehabbed low flow gate, low flow gate stem, extension gate stems, low flow operator stem, stem guides and low flow gate actuator in reverse order of removal.

2. Ensure proper installation and alignment of equipment.

3. Restore service power to equipment.

4. Perform specified tests of equipment.

-- End of Section --

35 01 41

ELECTROMECHANICAL OPERATING MACHINERY, GATE STEMS, & STEM GUIDES

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 (2016) Recommended Practice for Personnel Qualification and Certification in Nondestructive Testing

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B16.5 (2017) Pipe Flanges and Flanged Fittings NPS 1/2 Through NPS 24 Metric/Inch Standard

ASME B46.1 (2009) Surface Texture, Surface Roughness, Waviness and Lay

ASME PCC-1 (2019) Guidelines for Pressure Boundary Bolted Flange Joint Assembly

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A105/A105M (2018) Standard Specification for Carbon Steel Forgings for Piping Applications

ASTM A193/A193M (2019) Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

ASTM A194/A194M (2018) Standard Specification for Carbon Steel, Alloy Steel, and Stainless Steel Nuts for Bolts for High-Pressure or High-Temperature Service, or Both

ASTM D3951 (2015) Commercial Packaging

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C542 (2016) Electric Motor Acuators for Valves and Slide Gates

AWWA C560 (2014) Cast-Iron Slide Gates

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017) National Electrical Code

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC-SP 3 (1982; E 2004) Power Tool Cleaning

1.2 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 Critical Path Components/Systems Provide manufacturer's drawings and salient characteristics for the components listed in paragraph "CRITICAL PATH COMPONENTS/SYSTEMS". Submit within 30 days of the Notice to Proceed.

Purchase Agreements Purchase agreements, delivery dates and monthly progress reports shall comply with the requirements of paragraph "CRITICAL PATH

COMPONENTS/SYSTEMS".

Shop Test Information; G Contractor shall provide proposed shop test procedures, test rig details, final shop test procedures, and data sheets.

Nondestructive Examination Certification; G Weld Specification Procedures; G, ECD-C Installation and Alignment Procedure; G, ECD-C Provide detailed Contractor developed instructions concerning the installation and alignment procedures for the equipment to be furnished. Contractor must use manufacturer's input when developing these instructions. Contractor must document the manufacturer's recommendations and instructions in this submittal.

Gate Support Method; G, ECD-C Provide detailed information on the method proposed to support the gate during the work delineated in this section. The support method, engineering computations, and support drawings shall be designed and certified by a licensed professional engineer.

Gate Position Settings on Limit Switches; G, ECD-C

Immediately prior to commencement of work on each gate, record the gate position settings.

Equipment Protection Plan; G Provide detailed information on the method proposed to protect the existing equipment from such operations as power washing, abrasive blast cleaning, welding, placement of concrete, and painting.

Materials List; G Submit materials list for fabricated items at the time of submittal of detail drawings.

Commissioning; G Operating Test Procedures; G Pre-Functional Checklist Contractor developed checklist for checks, recordings, measurements, and verifications to be performed prior to start

up. Acceptance shall be required by signature for all parties.

Functional Checklist Contractor developed checklist for checks, recordings, measurements and verifications to be performed after start up.

Acceptance shall be required by signature for all parties.

Weld Tracking Log Template; G Installation/Assembly Drawings; G, ECD-C Oil Spill Prevention Plan; G Provide detailed information on the methods proposed to prevent oil spills.

SD-02 Shop Drawings

Shop Drawings; G, ECD-C Provide shop drawings for the extension stems, extension stem guides, low flow stem guides, and any other items requiring shop fabrication. Provide all details required to fabricate the item, including, but not limited to, materials, welds, surface preparation, and coating requirements.

Installation/Assembly Drawings; G, ECD-C As-Built Drawings; G, ECD-C Provide drawings accurately showing final assembly.

SD-03 Product Data

Manufacturer's Literature and Equipment Data; G Provide catalog cuts and material data for the proposed equipment that clearly indicates compliance with the requirements of these specifications and the drawings. AGMA ratings for gear quality of all gears and gear reducers shall be submitted.

Additionally lubrication requirements and recommendations must be included in this submittal.

Provide the names of the manufacturers of all machinery and other equipment which will be incorporated into the work, together with performance capacities and other pertinent information pertaining to the equipment.

Material Orders; G, ECD-C Submit copies of purchase orders, mill orders, shop orders and work orders for materials prior to the use of the materials in the work.

Shipping Bills Shipping Bills with the delivery of finished pieces to the site.

. Lubrication for Gate Actuator; G, ECD-C SD-05 Design Data Weld Procedure Specification SD-06 Test Reports Operational Test Results; G, ECD-C Startup and Acceptance Test

Inspection Log Inspect all equipment prior to installation to ensure it is in good condition. Document these inspections in this submittal.

Shop Assembly, Tests, and Quality Assurance; G, ECD-C Final Alignment Test Report; G, ECD-C Nondestructive Examination Report; G, ECD-C Weld Tracking Log; G Daily Torque Results Shop Assembly, Tests And Quality Assurance

Limit Switch And Position Indication Setting SD-07 Certificates

Equipment Manufacturer's and Fabricator's Qualifications; G, ECD-C Provide evidence and years of experience for each of the equipment manufacturers and fabricators. Identify any certifications, standards, and/or professional organizations the manufacturers comply with or are members of.

Qualification of Welders and Welding Operators; G, ECD-C Submit certifications for welders and welding operators prior to commencing fabrication.

Equipment Warranty Provide manufacturer's standard warranty or guarantee for equipment, e.g., speed reducers. Identify any warranties that extend beyond a 1-year period.

Operating Equipment Certification Commissioning Document Skidmore-Wilhelm Bolt Measuring Device Calibration; G, ECD-C Provide certificates that show Skidmore-Wilhelm Bolt Measuring Torque Wrench Calibration Provide certificates that show torque wrenches have been calibrated for required/specified accuracy.

SD-10 Operation and Maintenance Data Operations and Maintenance (O&M) Manual; G, ECD-C Provide six copies of operation and maintenance manuals in accordance with paragraph OPERATIONS AND MAINTENANCE MANUALS below.

1.3 QUALITY ASSURANCE

1.3.1 Manufacturer and Assembler

Manufacturing and assembly of the gate actuator must be performed by a company that has been normally and regularly engaged in assembly and manufacture of similar machinery for at least 10 years. The gate actuator must conform to AWWA C542. Changes to the dimensions shown on the prior approved manufacture drawings requires written approval from the Contracting Officer. Submit Equipment Manufacturer's and Fabricator's Qualifications showing evidence and years of experience for each of the equipment manufacturers and fabricators. Identify any certifications, standards, and/or professional organizations the manufacturer complies with or are members of.

1.3.2 Stem Alignment

Stems, couplings, stem guide bushing centerlines must be concentrically aligned to within 0.030 inch of the center line of the operator stem or gate cylinder stem, as applicable. Shimming of the stem guides is permitted to obtain alignment tolerances. There must not be any binding of the stem through the full range of motion. Provide details of how tolerance will be achieved and maintained in the Installation and Alignment Procedure submittal.

1.3.3 Electrical Work

Electrical work must be performed by a state-licensed electrician.

1.3.4 Welding

1.3.4.1 Nondestructive Testing (NDT)

Conduct NDT examinations using suitable equipment and qualified independent 3rd party certified weld inspector. Provide written approval of the examination procedures. Persons performing the NDT examination must be qualified for the specific procedure used in accordance with ASNT SNT-TC-1A. Submit nondestructive examination certification of qualified persons, procedures, and equipment performing or used for nondestructive testing. Provide NDT for welds as follows:

a. Fillet Welds - 100% VT, 100% MT

b. Complete Joint Penetration Welds - 100% VT, 100% UT

c. Seal Welds - 100% VT

Provide a nondestructive examination report giving the results of all nondestructive testing. Welds must be inspected per AWS D1.1/D1.1M.

Acceptance of welds must be in accordance with AWS D1.1/D1.1M for cyclical loading. Inspection acceptance criteria for tubular structures as specified must be in accordance with AWS D1.1/D1.1M tubular structure provisions.

1.3.4.2 Weld Procedure Specification (WPS)

Prior to welding submit a Welding Procedure Specification (WPS) with attached Procedure Qualification Records (PQR) and supporting test documentation on forms similar or equivalent to the sample forms in AWS D1.1/D1.1M for each weld, including prequalified welds. WPS shall be individually identified and must be referenced on the shop drawings.

Except for pre-qualified (in accordance with AWS D1.1/D1.1M) and previously qualified procedures, each Contractor performing welding must 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 copies of the welding procedure specification and the procedure qualification records for each type of welding being performed. Submission of the welder, welding operator, or tacker qualification test records is also required. 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 M of AWS D1.1/D1.1M. In case of conflict between this specification and AWS D1.1/D1.1M, this specification governs.

SECTION 35 01 41.00 10 Page 6 Section Reissued by Amd 0001 Sardis Wet Well and Low Flow Repair FY20 SARDISGATESFY20

1.3.4.3 Welders and Welding Operators

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. Conform to all requirements specified in AWS D1.1/D1.1M. If the qualification date of the welder or welding operator is more than 6 months 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.

1.3.4.4 Weld Tracking Log Template

Submit for approval a weld tracking log template, a minimum of 30 days prior to commencement of fabrication, 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 paragraph.

1.3.4.5 Weld Tracking Log

Submit a log capable of individually identifying and tracking every weld on the project. Member identification must follow the numbering scheme shown on the shop drawings.

1.4 EXISTING EQUIPMENT DATA

Existing data provided in these specifications are for information only.

It is the Contractor's responsibility to verify the given data.

1.4.1 Existing Low Flow Gate

Low flow gate, frame, and stem details are shown on original as-built drawings BE350-C3-55/7 (R-025), BE350-C3-55/8 (R-026), BE350-C3-55/9 (R-027), BE350-C3-55/10 (R-028), and BE350-C3-55/11 (R-029) and are provided in the contract drawings.

1.4.2 Existing Low Flow Gate Actuators

The existing wet well gate actuators are EIM EB-02 unit. The low flow actuators are electrically controlled with manual override. The existing low flow gate actuators are designed to open the gate under 70 feet of head in 5.5 min (1 ft/min). Existing actuators are designed to hold the gates at any intermediate setting with the motor de-energized. The actuator motor operates on 480 volt, 3-phase, 60-cycle electrical supply.

1.4.3 Existing Wet Well Gate

The two upper gates are 5.0 foot by 7.5 foot flanged-backed, face-mounted, commercial slide gates with an unseating head of 40 ft. The lower gate is

4.0 feet by 8.5 feet flanged-backed, face-mounted, commercial slide gate with an unseating head of 75 feet.

The wet well gates are 120H series manufactured by Rodney Hunt circa 1979.

Gate stems, stem guides and stem couplings were provided by the gate manufacturer. The open and closed elevations are given in these specifications.

1.4.4 Existing Stem Guide Support

The extension stem guide support for the service and emergency gates is shown on as-built drawing BE350-C3-55/10 (R-028). These will remain in place but will require cleaning and touch up paint as specified.

1.4.5 Existing Wet Well Gate Actuators

The existing wet well gate actuators are Limitorque SMB models. The two upper wet well gates (wet well gates 1 and 2) are SMB-1 with 40 ft-lb starting torque motors and the lower wet well gate (wet well gate 3) is a SMB-2 model with a 60 ft-lb starting torque motor. The wet well actuators are electrically controlled with manual override. The existing wet well gate actuators for the upper wet well gates are designed to open the gates under 20 feet of head in 7.5 min (1 ft/min). The existing lower wet well gate actuator is designed to open the gate under 35 feet of head in 8.5 minutes (1 ft/min). Actuators are designed to hold the gates at any intermediate setting with the motor de-energized. The actuator motors operate on 480 volt, 3-phase, 60-cycle electrical supply.

1.4.6 Existing Electrical System

See as-built drawing BE350-C3-70/5.2 (R-033) for existing electrical infrastructure.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Critical Path Components/Systems

Components required for the electrical and mechanical equipment may have long delivery times. A large percentage of electrical and mechanical work may require a shutdown period. To ensure that all work required during this time period is accomplished, present to the ACO, within 30 calendar days of the Critical Path Components/Systems submittal approval, written copies of finalized purchase agreements with component manufacturers (NOT SUPPLIERS) for the components and systems noted below.

COMPONENTS

Gate Actuator Wet Well Stem Guides Wet Well Stems Wet well Stem Couplings Include a confirmed delivery date and point of contact at the particular manufacturer in the purchase agreements.

1.5.2 Delivery, Storage and Handling of Equipment

Protect equipment and components from corrosion, deformation, and other types of damage. Store items in enclosed and secured areas free from contact with soil. Provide weather protection for equipment stored in outdoor locations. Transport, handle and store equipment in accordance with the manufacturer's written instructions. Remove and replace damaged items with identical new items. Operating equipment and subassemblies must be inspected and approved by the manufacturer prior to shipment.

Ship subassembly completely assembled to allow for the minimum field assembly. Submit the shipping bills with the delivery of finished pieces to the site. Provide documentation of manufacture approval with the shipping bills submittal.

1.5.2.1 Packaging

Provide equipment and subassemblies with adequate protective pads, supports, and blocking. Securely restrain equipment and subassemblies to prevent distortion or damage to the painted surfaces in transit. Any loss or damage during shipment, including damage to the painted surfaces, is the responsibility of the Contractor. Replace or repair lost or damaged items without cost to the Government. For parts that are prone to rust, coat with a rust preventative, wrap in heavy-duty plastic, and securely contain in wooden crates. Clearly mark each crate with its contents (including contract number and Corps mark number) on the outside, with a non-ferrous metal tag, engraved with the contents, and secured to the crate with non-ferrous screws. Provide a means for inspection of the crate's contents without destroying the crate. Pack all accessories and spare parts separately in containers plainly marked "ACCESSORIES ONLY," or "SPARE PARTS ONLY." Package each spare part or spare part assembly in a durable treated wooden crate with metallic, plastic or suitable outer shell for weathertight protection and with provisions for handling and long-term storage (60 months). Provide and deliver to the site the component and assembly spare parts as specified. Place a separate packing list, listing the contents of each crate, in a moisture-proof envelope securely fastened to the outside of the crate. Standard commercial packaging in accordance with ASTM D3951 is acceptable except where a different method or standard of packaging is specified.

1.5.2.2 Shipping, Preservation, and Storage

Provide all packing, crating, etc., necessary to ensure safe shipment of equipment. The crates shall become the property of the Government unless specifically waived. Fill or protect the equipment with the necessary fluids, coatings, and/or preservatives to maintain in a stable condition without corrosion, deterioration, or degradation for an extended period of storage of up to 12 months. Protect stored equipment from the weather, humidity, temperature variation, dirt and dust, or other contaminants.

PART 2 PRODUCTS

2.1 GATE ACTUATOR

Furnish four multi-turn, electrical type gate actuators as specified. The gate actuator must conform to AWWA C542. Three units shall be installed for the existing wet well gates and one unit shall be installed for the low flow gate. Furnish complete units including AWWA C542 compliant gears, bearings, lubrication, handwheels, motors, limit switches/sensors, torque switches/sensors, electrical-controls enclosures, drive couplings, position indicators, stem protectors, electrical controls and other necessary items to provide a complete system. Position indicators must read in feet with 0 feet being 100% closed. Electric equipment must be compatible with, and not increase the burden on, the existing electrical infrastructure. The gate actuator will be subjected to atmospheric conditions in the outlet works tower and must provide robust service in these conditions. Electric motors must be replaceable without replacement of remaining gate actuator equipment. The gate actuator must have a temperature rating -20 F to 150 F. The gate actuators must be capable of holding the gate at any intermediate position with the motor de-energized. The gate actuators must have the capability to be safely operated manually in the event of power interruption. Gate actuators provided under this contract must be similar in type to the existing actuator that it will replace and compatible with existing operator stems. Provide necessary electrical conductors, conduits and components to make electrical connection from the existing infrastructure to gate actuators. Electrical work must be performed by a state licensed electrician and in accordance with NFPA 70.

2.1.1 Wet Well Gate 1

The wet well gate 1 actuator must be able to operate the existing upper wet well gate and must be compatible with the existing operator stem. It must be designed to open the gates against 20 feet of head in 7.5 min (1 ft/min). The existing Wet well gate 1 is designed for an unseating head of 40 feet.

2.1.2 Wet Well Gate 2

The wet well gate 2 actuator must be able to operate the existing upper wet well gate and must be compatible with the existing operator stem. It must be designed to open the gates against 20 feet of head in 7.5 min (1 ft/min). The existing Wet well gate 2 is designed for an unseating head of 40 feet.

2.1.3 Wet Well Gate 3

The wet well gate 3 actuator must be able to operate the existing upper wet well gate and must be compatible with the existing operator stem. It must be designed to open the gates against 35 feet of head in 8.5 min (1 ft/min). The existing Wet well gate 3 is designed for an unseating head of 75 feet.

2.1.4 Low Flow Gate

The low flow gate actuator must be able to operate the existing low flow gate and must be compatible with the existing low flow operator stem. The low flow operator must have the same maker as the wet well operators. The low flow actuator must raise the low flow gate in 5.5 minutes under 70 feet of head with a coefficient of friction of 0.8 between the gate and frame seals.

2.1.5 Nameplate

Nameplate must be on the actuator housing and in accordance with AWWA C542.

2.2 INSTALLATION/ASSEMBLY SUBMITTALS

Submit Installation/Assembly Drawings including equipment dimensional drawings, assembly drawings, catalog cuts, material data and shop drawings showing arrangement, construction details and ratings for factory built machinery; data sheets; proposed and final field operating test procedures and data sheets, for approval. Provide all details of fabrication and assembly to include shipping and long term storage instructions. Drawings lacking this information will be rejected. Approval of the material submitted in no way relieves the Contractor from the responsibility of complying with the requirements of the specifications as to the suitability and quality of materials and workmanship and the adequacy of capacity, operating speed and other essential characteristics of the gate actuators. Submit drawings, catalogs, and design data necessary to clearly show the details of any changes proposed in conformity with the requirements of this specification. Equipment, materials, and articles of construction installed or used without such approval will be at the risk of subsequent rejection.

Submit a materials list for fabricated items at the time as the installation/assembly drawings submittal.

Submit Manufacturer's Literature and Equipment Data at the same time as the installation/assembly drawings submittal. Include the names of the manufacturers of all machinery and other equipment contemplated for incorporation into the work, performance capacities and other pertinent information about the equipment.

2.3 GATE STEMS

2.3.1 Wet Well Gate Stems

Provide new wet well gate stems and stem couplings for the wet well gate identified in Section 01 00 00. Wet well gate stems and gate stem couplings must be in accordance with AWWA C560 and based on extreme output of the gate actuator. Gate stems must have the least segments possible.

Gate stem must be compatible with the gate actuator and the existing gate;

contact existing wet well gate manufacturer for existing wet well gate details. Couplings must not interfere with the stem guides throughout the entire travel of the gate. Provide documentation proving adherence to AWWA C560 in the Manufacturer's Literature and Equipment submittal.

2.3.2 Extension Stems

2.3.2.1 Service/Emergency Gate Extension Stem

Provide extension stems as shown on drawing R-023. Pipe must be 4 inch XX-strong black steel pipe in accordance with ASTM A53/A53M, type S, Grade B. Flanges must be ASTM A105/A105M and ASME B16.5, Class 400, flat faced and drilled. The contractor shall have the option to manufacture the flanges from ASTM A36/A36M if the flanges meet the dimensional requirements of ASME B16.5; if flanges are fabricated, provide required fabrication details in the shop drawings. Stems must be welded in accordance with AWS D1.1/D1.1M. Acceptance criteria of welds defined in the Tubular Structures provisions of AWS D1.1/D1.1M.

2.3.2.2 Low Flow Extension Stem

Provide extension stems as shown on drawing R-027. Pipe must be 4 inch XX-Strong black steel pipe in accordance with ASTM A53/A53M, type S, Grade B. Flanges must be ASTM A105/A105M and ASME B16.5, Class 400, flat faced and drilled. The contractor shall have the option to manufacture the flanges from ASTM A36/A36M if the flanges meet the dimensional requirements of ASME B16.5; if flanges are fabricated, provide required fabrication details in the shop drawings. Stems must be welded in accordance with AWS D1.1/D1.1M. Acceptance criteria of welds defined in the Tubular Structures provisions of AWS D1.1/D1.1M.

2.3.2.3 Gate Connection Stem

Provide gate connection stems as shown in the contract drawing M-301.

2.4 GATE STEM GUIDES

2.4.1 Wet Well Stem Guides

Stem guides must be placed in the same location as the existing wet well stem guides. Gate stem guides must be designed in accordance with AWWA C560. Gate stem must be compatible with the gate actuator.

Couplings must not interfere with the stem guides throughout the entire travel of the gate. Provide documentation proving adherence to AWWA C560 in the Manufacturer's Literature and Equipment submittal.

2.4.2 Extension Stem Guides

Extension stem guide details are provided in the contract drawings.

Extension stem guides must be welded in accordance with AWS D1.1/D1.1M.

Acceptance criteria of welds defined in the Inspection previsions of AWS D1.1/D1.1M. Loading is considered cyclical.

2.4.3 Low Flow Operator Stem Guides

Low flow operator stem guide details are provided in the contract drawings. Low flow operator stem guides must be welded in accordance with AWS D1.1/D1.1M. Acceptance criteria of welds defined in the Inspection provisions of AWS D1.1/D1.1M. Loading is considered cyclical.

2.4.4 Extension and Low Flow Operator Stem Guide Bushing

The stem guide bushing must be CIP Marine composite bushing or approved equal.

2.4.5 Fasteners

2.4.5.1 Stem Guide Fasteners

1/2-13 UNC bolts used for connecting stem guide components and connecting stem guides to existing stem guide supports must be ASTM A193/A193M Grade B8. Nuts must be ASTM A194/A194M Grade B8. 7/8-9 UNC bolts used for connecting stem guide components and connecting stem guides to existing stem guide supports must be ASTM A193/A193M Grade B6. Nuts must be ASTM A194/A194M Grade B6. Connection must be a double nut connection with the jam nut adjacent to the plate steel.

2.4.5.2 Extension Stem Flange Connections

Bolts used for connecting stem flanges must be 7/8-9 UNC, ASTM A193/A193M Grade B6. Connection must be a double nut connection with the jam nut adjacent to the flange.