B.08.03 W9123721Q0131 0002.pdf

W81F8E121187230001

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

Solicitation W9123721Q0131 is hereby amended as follow s:

1.) Revised SOW (see attached) 2.) Changes to the date for receipt of offer, due date extended tw o (2) calendar days and is now due September 17 2021.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 10

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

16C. DATE SIGNED

BY 13-Sep-2021

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 W9123721Q0131

X 9B. DATED (SEE ITEM 11)

01-Sep-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 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

13-Sep-2021

CODE

USACE, CONTRACTING DIVISION

DANIELLE MULLINS, 502 8TH STREET

HUNTINGTON WV 25701

W91237 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123721Q0131

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 15-Sep-2021 04:00 PM to 17-Sep-2021 04:00 PM.

The following have been added by full text:

SOW REVISED (2)

Statement of Work Low Flow Gate Hydraulic Cylinder

At Paint Creek Lake

General:

This contract is to fabricate and deliver one (1) double-acting hydraulic cylinder for U.S. Army Corps of Engineers at Paint Creek Lake. The office and work sites are located on Reservoir Rd approximately ½ mile off Rapid Forge Rd near the town of Bainbridge, Ohio 45612 in western Ross Co. Paint Creek Lake is divided by the Ross/ Highland County line. The actual work site is located in Highland County, Ohio. This cylinder will be replacing an existing cylinder at Paint Creek Lake.

Scope of work:

These specifications cover all labor and materials necessary for the construction of a new hydraulic cylinder including fabrication, assembly, testing, painting and delivery.

1. General: The contractor shall fabricate, test, and deliver one (1) double-acting low flow gate cylinder and piston set. The cylinder dimensions shall be eight (8) inch diameter, twelve (12) foot long (including piston rod). The eight (8) inch diameter cylinder is approximately 1800 pounds. Cylinder is to be installed inside a protective aluminum cage approximately 6ft W x 11 ft L x 13 ft H. There are a total of six (6) panels. The cylinder details are shown in the included drawings. The diameter of the cylinder rod is approximately 3.483 inches. The stroke of the cylinder is approximately 61 inches.

The Contractor shall confirm these dimension and all other dimensions upon Contract award prior to submitting shop drawings for approval. Shop drawings must be approved prior to fabrication of the cylinder. The existing cylinder is located at Paint Creek Lake at the location listed above.

2. Specific Work: Seals shall be Chesterton type. Piston Seals shall be equal to those listed on the attached drawing. The Contractor shall also hone the cylinder for a proper fit. The Contractor shall install metal name tags with the following cylinder information: “PCS Cylinder Manufacture Date _______.” (Use month and year in the following format: MM, YYYY) and the weight of the total assembly in lbs. (cylinder and piston rod total with no hydraulic oil in the cylinder).

MATERIALS.

1. General. Materials shall conform to the requirements indicated on the drawings or referred to herein, and when not covered thereby, materials and mechanical equipment of the best commercial grade quality suited to the intended use and as approved by the Government Representative shall be furnished. The manufacturer's name, address, and catalog number shall be permanently displayed on a nameplate securely attached to each major item of equipment.

2. Hydraulic Cylinder. The outside of the finished cylinder flanges shall be turned concentric with the bore as well as a minimum of two steady rest areas for 6” in length on the outside of the cylinder barrel, and the interior shall be honed to the dimensions, tolerances, and finish shown on the drawings. The finished wall thickness shall not be less than 1" +/- 1/64”. Flanges shall be welded to the cylinder parallel with each other and perpendicular to the cylinder center line. Tolerances shall be as shown on the drawings, and to ensure fit up with the components.

After completion of all welding and prior to final machining, the cylinder shall be stress relief heat treated. All full penetration welds shall be radiographed, except welded corners, tee joints and the structural steel support base which shall be tested using magnetic particle or ultrasonic testing. The radiographs and NDT test reports shall be submitted per 5.5 Welding Test Reports. The Contractor shall repair any weld or material defects discovered by inspections at no additional expense to the Government. The assembled cylinders shall be of such straightness that the piston and rod move smoothly therein without any indication of binding or tight spots. The surface finish shall be compatible with the seals being used so as to result in zero leakage past the seals. The cylinder material shall be steel conforming to one of the following acceptable materials:

a. Rolled steel plate conforming to the requirements of ASTM A516, Grade 70, and welded flanges conforming to ASTM Al81, Class 70.

b. The tube shall be centrifugal cast steel conforming to the requirements of ASTM A216, Grade WWC, and welded flanges conforming to ASTM Al81, Class 70, or cast from ASTM A216, Grade WWC steel.

c. The flanges shall be a solid trepanned forging conforming to the requirements of ASTM A266, Class 1.

d. The tube shall be machined from ASTM A519, Grade 1018, heavy wall seamless steel tubing and the flanges shall be machined from ASTM A516 Grade 70 plate.

3. Piston Rods. The piston rod shall be fabricated from stainless steel conforming to ASTM A564 or ASTM A705, Type 630. The piston rod shall be heat treated to a condition of H 1150 before final machining. It shall be hard chrome plated to 0.005-inch minimum thickness (per side). The final rod surface shall have a roughness height of not more than 16 micro inches rms. If the piston rod is composed of two or more pieces, the welds shall be radiographed. Rod finish is to be in accordance with seal manufacturer’s recommendations. Refer to C-7.1 and Contract Drawings.

4. Pistons. The piston shall be made of an approved steel, ASTM A48 Cl. 50 or approved equal. The final diameter of the piston shall be sized to match the honed bore of each cylinder. All appropriate information concerning materials or alternate materials should be forwarded to the Government Representative for evaluation and approval.

5. Hydraulic Fluid. The hydraulic fluid to be used during shop testing and to flush the system after installation shall be hydraulic oil which has a high viscosity index, low pour point, and antifoam properties.

6. Seals. See drawing M101

7. Wear Bands. The wear bands shall be made of an AWC660 or approved equivalent polyamide (glass filled nylon) material. Approved material shall have a tensile strength of 25,000 psi, compressive strength of 23,000 psi, Durometer hardness of 120 Rockwell R. Additionally, the static and dynamic coefficient of friction shall be

0.24 and 0.31 respectively and a wear factor of 75x103.

8. Rod Seal Gland and Locking Device Flange/Bushing. The rod seal gland and locking device flange shall be fabricated from bronze conforming to ASTM B148-18, Alloy No. C95400. These parts shall be designed to be compatible with the new seals and rod. Alternate types may be proposed by the Contractor. All appropriate information should be forwarded to the Government Representative for evaluation and approval.

9. Bolts, Studs, and Nuts. All bolts and studs for the head to flange connections for each cylinder shall conform to

ASTM Al93, Grade B7, with ASTM Al94, Grade 2H nuts.

10. Piston Rod Nut. The piston rod nut shall be fabricated from forged steel conforming to ASTM A668-20 CL.B.

11. Stop Plate. ASTM A36 Steel.

12. Drain Valves. Two drain valves shall be installed on the ends of each cylinder. The valves shall be ½” Class 600 forged steel gate valves with 11 to 13% chrome trim; threaded both ends. The body and bonnet shall conform to ASTM A105. Each valve shall have a forged steel bull plug threaded in the open end.

13. Spare Parts. The Contractor shall supply one (1) spare set of all cylinder seals including piston seals, wear bands, O-rings, and wiper.

Protection of Materials and Equipment. The Contractor shall be responsible for the proper handling, maintenance, storage and protection of all materials until delivered and accepted at the location noted above.

Quality Control. The Contractor shall establish and maintain a quality control system to assure compliance with the contract requirements and shall maintain records of his quality control of all operations covered by these specifications.

Quality control records shall be made available to the Government Representative upon request. 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 COR. 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 and rejected parts shall be replaced and retested at the Contractor's expense.

Applicable Publications:

American Society for Testing and Materials (ASTM) Standards.

ASTM A36-19 Standard Specification for Carbon Structural Steel ASTM A48-16 Standard Specification for Gray Iron Castings

ASTM A148-20e1 Standard Specification for Steel Casting, High Strength, for

Structural Purposes

ASTM A516-17 Standard Specification for Pressure Vessel Plates, Carbon

Steel, for Moderate- and Lower- Temperature Service ASTM A564 Standard Specification for Hot-Rolled and Cold-Finished Age-

Hardening Stainless Steel Bars and Shapes ASTM A668-20a Standard Specification for Steel Forging, Carbon and Alloy, for General Industrial Use ASTM B148-08 Standard Specification for Aluminum-Bronze Sand Castings

American Society of Mechanical Engineers (ASME) Standards.

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

ASME B1.20.1 (1983; R 2006) Pipe Threads, General Purpose

(Inch)

ASME B16.5 (2003) Pipe Flanges and Flanged Fittings NPS ½ Through

NPS 24

ASME B17.1 (1967; R 2003) Keys and Key Seats

ASME B18.2.1 (1996; R 2005) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (1987; R 2005) Square and Hex Nuts (Inch Series)

ASME B18.3 (2003; R 2008) Socket Cap, Shoulder, and Set Screws, Hex and Spline Keys (Inch Series)

ASME B31.1 (2007) Power Piping

ASME BPV VIII Div (2004) Boiler and Pressure Vessel Code; Section VIII, Pressure Vessels Division 1 – Basic Coverage

ASME BPVC IX (2008) Boiler and Pressure Vessel Code; Sections IX, Welding and Brazing Qualifications American Welding Society (AWS)

AWS A2.4 (2007) Standard Symbols for Welding, Brazing and

Nondestructive Examination

AWS D1.1/D1.1M (2006) Structural Welding Code – Steel

Steel Structures Painting Council (SSPC) Standards.

SSPC-SP-6 (2007) Commercial Blast Cleaning

SSPC-Paint 22 (1982) Epoxy-Polyamide Paints –Primer, Intermediate and Topcoat.

SHOP TEST: All tests and inspections of equipment shall be in the presence of the Government Representative Tyler Lester at 304-563-0152. The Contractor needs to give the Government Representative at least two (2) weeks’ notice of each such inspection and/or test. The Government reserves the right to inspect the work at any time.

1. Hydraulic Oil. Prior to testing, hydraulic oil shall be added to the cylinder. Only clean oil meeting an ISO cleanliness code of 16/13 shall be used in the shop test. The Contractor shall take all precautions when filling the system, to keep the oil clean, free of chips, grit, water, sludge, coolants, sealing compounds, and other foreign matter. All oil shall be handled in clean containers and introduced into the system through a 10-micron absolute filter. After filling, the Contractor shall bleed all air from the system. No operating or testing shall be done until the complete hydraulic system, is completely free of air. Oil to fill the system shall be premium-quality petroleum base hydraulic oil, which shall give maximum lubrication and protection to the cylinder. The oil shall be a highly refined, stable base oil with adequate anti-wear additive, oxidation and corrosion inhibitor, vapor phase inhibitor, and foam suppressant. The oil shall have an ISO viscosity grade of 32.

2. Hydraulic Cylinder Test. The cylinder shall be tested in the presence of the Government Representative following the completion of fabrication. The hydraulic cylinder, with the piston rod extended, shall be subjected to a test pressure of 1500 pounds per square inch for a period of 30 minutes and there shall be no leakage across cylinder heads. Testing of leakage across the piston seal shall be accomplished with the piston rod in the extended position for 15 minutes at a test pressure of 1,000 psi. The leakage rate across the piston shall not exceed 1.5 ounces for the test. The same two (2) tests (at 1,500 and 1,000 psi) shall be repeated, with the piston rod retracted. There shall be no leakage through the rod seal packing when the cylinder is under the test pressure. The Contractor shall demonstrate that the breakaway pressure does not exceed 50 psi. The cylinder piston leakage rate tests and the breakaway pressure test as specified shall be conducted in a manner meeting the approval of the COR. The cylinder shall be operated through 5 complete cycles at rated speed to demonstrate that it is suitable for the purpose intended. Operation shall be smooth and quiet without any vibration. The cylinder shall be 100 percent leak-proof. Detailed test procedures shall be submitted to the Government Official for approval.

PAINTING.

1. General. Except as hereinafter described, all surfaces of all parts of the operating cylinder shall be finish painted in the shop with at least three coats of epoxy-polyamide paint conforming to SSPC-Paint 22. Color shall be light gray. Paint shall be applied primarily through use of conventional spray except where in areas that are difficult to apply proper coverage with spray, in which case paint shall be applied by brush. Paint shall be applied prior to final assembly, taking care to protect machined surfaces. After final assembly, a final coat of paint shall be applied. Dry film thickness per coat shall be within plus or minus 20 percent of that recommended by the manufacturer.

2. Surface Preparation and Paint Application. Surfaces to be painted shall be clean before applying paint or surface treatments. The removal of oil and grease shall, in general, be accomplished with mineral spirits or other low-toxicity solvents having a flashpoint above 100 degrees Fahrenheit before any mechanical cleaning is started. Solvent cleaning shall be done with clean cloths and clean fluids to avoid leaving a thin film of greasy residue on the surfaces being cleaned. After solvent cleaning, surfaces shall be prepared by commercial blast cleaning in accordance with SSPC-SP 6, prior to painting except as herein specified.

Cleaning and painting shall be so programmed that dust or other contaminants from the cleaning process do not fall on wet, newly painted surfaces, and surfaces not intended to be painted shall be suitably protected from the effects of cleaning and painting operations. Welding of, or in the vicinity of, previously painted surfaces shall be conducted in a manner to prevent weld spatter from striking the paint and to otherwise reduce coating damage to a minimum; paint damaged by welding operations shall be restored to original condition. The cylinder shall be protected against entry of blast abrasive and dust into working parts.

Surfaces to be painted that will be inaccessible after construction, erection, or installation operations are completed shall be painted before they become inaccessible. Blast cleaning of other components shall be done prior to assembly. Machine finished surfaces shall be protected during any blast cleaning processes.

The cylinder shall be assembled prior to painting except as herein otherwise allowed. When bolted contact exists between surfaces of metal parts, such surfaces will not be required to be painted, but any resulting crevices shall subsequently be filled or sealed off with paint.

3. Parts or Surfaces Not Painted. Paint shall not be applied on corrosion-resistant parts and finished machine surfaces in bolted contact. Unpainted finished machine surfaces shall be protected:

Finished surfaces shall be thoroughly cleaned of foreign matter. Finished surfaces of large parts and other surfaces shall be protected with wooden pads or other suitable means.

Finished surfaces of ferrous metals to be in bolted contact shall be washed with an approved rust inhibitor. Exposed machine finished surfaces shall be thoroughly cleaned of foreign matter. All unpainted machine finished surfaces shall be protected by a suitable rust inhibitor satisfactory to the COR, for shipping and storage protection. Finished surfaces of ferrous metals, which will be exposed after assembly, except as noted, shall be painted as specified in paragraph 2.

INSPECTION.

The work will be conducted under the general direction of the Government Representative and is subject to inspection by his appointed inspectors to ensure strict compliance with the terms of the contract. Materials furnished under these provisions shall be subject to inspection during and after the process of manufacture at the place of manufacture by authorized Government inspectors who shall be afforded proper facilities for determining compliance with these specifications. Any part of the repairs not in compliance with these specifications will be rejected and the Contractor shall promptly remedy or replace the defective part or parts to the satisfaction of the COR. All final shop assemblies required to be performed will be witnessed by a Government appointed inspector.

The Contractor shall keep the Government Representative informed as to the general progress of the work and shall notify the Government Representative in writing, five (5) calendar days prior to the time when the miter gate cylinder is ready for final assembly and testing. The miter gate cylinder shall be inspected for conformance with the specifications prior to loading for shipment.

FINAL EXAMINATION AND ACCEPTANCE.

The equipment will be inspected and checked at the point of delivery for quantity and damages from transportation.

Any such loss or damage will be remedied by the Contractor at no additional cost to the Government. Upon completion of satisfactory inspection at both the Contractor's plant and point of delivery, the equipment will be accepted on behalf of the Government.

PACKAGING AND MARKING.

The cylinder shall be shipped completely assembled. The cylinder shall be shipped 80% full of oil as hereinbefore specified. The piston rod shall be in the fully retracted position and the exposed piston rod end shall be properly protected for shipping and storage. All machined surfaces shall be protected with wooden blocks, wooden pads or other suitable means as approved by the COR. Parts damaged in handling, packaging, loading, shipping, or loading shall be repaired or replaced as directed by the Government Representative at no additional cost to the Government.

OPERATION AND MAINTENANCE INSTRUCTIONS.

The Contractor shall furnish four (4) copies, in printed and bound form, of operating and maintenance instructions containing complete information on the assembly, operation, adjustment, maintenance, and repair, together with parts list prior to acceptance and two (2) copies in PDF format on CD.

FINAL RECORD DRAWING PACKAGE.

Submit the final record PDF and CAD drawings package for the entire project within twenty (20) calendar days of substantial completion of all phases of work. Submit one set of ANSI D size PDF and CAD files on optical disc, read-only memory (ROM), two sets of ANSI D size prints and one set of the approved working record drawings.

The package must be complete in all details and identical in form and function to the contract drawing files supplied by the Government.

DELIVERY.

The Contractor shall coordinate his delivery plans with Tyler Lester (304)563-0152 to ensure Government furnished unloading equipment is suitable for performance of the unloading operation. Delivery shall be made F.O.B.

destination to Tyler Lester, Paint Creek Lake 504 Reservoir Road Bainbridge, OH 45612. Deliveries are accepted between 0730 and 1600 excluding weekends and Federal holidays. The Contractor shall give three (3) calendar days notification before shipment.

CONTRACT DRAWINGS AND SPECIFICATIONS.

1. Contract drawings and specification will be furnished to the Contractor in electronic form. Upon request three (3) sets of half scale contract drawings and specifications will be furnished to the Contractor without charge, except applicable publications incorporated into the Technical Provisions by reference. At the request of the Contractor, full scale sets of drawings will be substituted for half scale sets of drawings, up to a maximum of three (3) sets. Additional sets will be furnished on request at the cost of reproduction. For all modifications, the Contractor will be furnished three (3) prints of appropriate scale or at his option, one (1) reproducible and one (1) print of the appropriate scale, of all revised drawings. The work shall conform to the following contract drawings, which form a part of these specifications and are available in the Office of the District Engineer, Department of the Army, Huntington District, Corps of Engineers, 502 Eighth Street, Huntington, West Virginia 25701.

2. Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications.

3. The Contractor shall check all drawings furnished him immediately upon their receipt and shall promptly notify the Government Representative of any discrepancies. Figures marked on drawings shall in general be followed in preference to scale measurements. The Contractor shall compare all drawings and verify the figures before laying out the work and shall be responsible for any errors which might have been avoided thereby.

SHOP DRAWINGS.

1. General. The Contractor shall prepare and submit for approval four (4) copies of all shop drawings and one electronic copy as called for under the various sections of these specifications. These drawings shall be complete and detailed. It shall be the responsibility of the Contractor to check and coordinate shop drawings of his subcontractors and suppliers prior to submitting them. With each submittal of shop drawings, the Contractor shall certify that he has reviewed the shop drawings in detail and that they are correct and in strict conformance with the contract drawings and specifications except as otherwise explicitly stated. Upon completion of review by the COR, if approved, each copy of the drawings will be identified as having received such approval by being so stamped and dated. The Contractor shall make any corrections required. If the Contractor considers any correction indicated to constitute a change to the contract drawings or specifications, notice as required under the contract clause, "Changes" shall be given to the COR. Three (3) sets of all shop drawings will be retained and one set will be returned to the Contractor. The approval of the drawings shall not be construed as a complete check, but will indicate only that the general method of construction and detailing is satisfactory. Approval of such drawings will not relieve the Contractor of the responsibility for any error which may exist as the Contractor shall be responsible for the dimensions and design of adequate connections, details, and satisfactory construction of all work. Shop drawings shall be transmitted on ENG Form 4025. A letter of transmittal will not be required. The Government Representative will furnish a supply of forms for this purpose. All transmittals shall be in accordance with the instructions on the reverse side of ENG Form 4025 and each drawing submitted for approval shall be listed on a separate line of the form. The drawings shall be of a size that presents all details in a legible fashion. Each drawing shall be provided, in the lower right hand corner, with the name of the project, the contract number, a drawing number, and a white space 3x4 inches in which the action taken can be indicated. One (1) copy of ENG Form 4025 indicating approval or corrective action required will be enclosed with the print returned to the Contractor. Promptly after approval and after all corrections have been made, four (4) additional sets of prints of all shop drawings made on durable, permanent paper, shall be furnished for distribution. All prints or shop drawings submitted for approval shall be clearly legible. Assembly of the affected items will not be permitted prior to receipt of these distribution copies of the shop drawings, unless such assembly is specifically authorized in writing.

2. Submission. Shop drawings shall be submitted as specified above to: tyler.w.lester@usace.army.mil Department of the Army

Huntington District Corps of Engineers 502 Eighth Street

Huntington, WV 25701-2070

ATTN: TYLER LESTER

SUBMITTAL CONTROL DOCUMENT.

Within ten (10) calendar days after receipt of notice of award, the Contractor shall complete and submit to the COR, in duplicate, SUBMITTAL REGISTER, ENG Form 4288, listing all submittals and dates. In addition to those items listed on ENG Form 4288, the Contractor will furnish submittals for any deviation from the plans or specifications. The scheduled need dates must be recorded on the document for each item for control purposes.

In preparing the document, adequate time (minimum of fifteen (15) calendar days) will be allowed for review and approval and possible resubmittal. Scheduling shall be coordinated with the approved progress schedule.

The Contractor's Quality Control representative shall review the listing at least every fifteen (15) calendar days and take appropriate action to maintain an effective system. Copies of updated or corrected listing shall be submitted to the Government Representative at least every thirty (30) calendar days in the quantity specified.

Payment will not be made for any material or equipment which does not comply with contract requirements.

Attached at the end of these Special Provisions is the submittal listing, in tabular form, of technical items the Contractor shall submit to the COR, as indicated in the various sections of these specifications. The submittal listing may not be complete and additional items may be required as determined by the COR.

Sample of the TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR MANUFACTURER’S CERTIFICATES OF COMPLIANCE ENG 4025, is attached at the end of these Special Provisions.

PURCHASE ORDERS.

The Contractor shall furnish three (3) copies of all purchase orders for material to be permanently incorporated in the construction work showing firm name and address, contract number, and promised delivery date. Such purchase orders shall be so worded or marked that each item, piece, or member can be definitely identified in the specifications or on drawings. Purchased prices are not necessary and may be obliterated from the copies of the purchase orders furnished.

CERTIFICATES OF COMPLIANCE (1969 MAY OCE).

In addition to the certificates of compliance that may be required by the Technical Provisions of these specifications, certificates for demonstrating proof of compliance of materials with specification requirements shall be furnished for all other material and shall be executed in three (3) copies. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on specific samples, the material is found not to meet the specific requirements.

FINAL PLANS.

Before final payment is made, the Contractor shall furnish the Government Representative all approved shop drawings on a compact disk(s) in Portable Document Format (PDF). The drawings from which the PDF files are made shall reflect the “as built” condition of all parts and components. All parts shown on the drawings shall be referenced and numbered in order to facilitate identification of the various parts. Each drawing from which the files are made shall have a title in the lower right-hand corner containing the name of the Contractor, title of drawing and the date. The files shall be legible when printed at their original full size. Any of the approved shop drawings that are products of Computer Aided Drawing (CAD) shall also be copied to the compact disk in their native format. This is in addition to the PDF files of those drawings. Two (2) copies of the compact disk(s) shall be furnished. The compact disk and case liner shall be labeled with the project name, contract number, and Contractor name. In addition, the case liner shall have a description of each file which will include for drawings the drawing name and date.

PERFORMANCE.

The Contractor will be required to complete work under this contract within one hundred sixty-eight (168) calendar days after the day of receipt by him of Notice of Award. The Government will provide equipment and labor suitable for unloading the cylinder at Paint Creek Lake, 504 Reservoir Road

Bainbridge, OH 45612. The Contractor shall coordinate his delivery plans and invoicing with Tyler Lester, (tyler.w.lester@usace.army.mil), to ensure Government furnished unloading equipment is suitable for performance of the unloading operation.

The following have been deleted:

SOW REVISED

(End of Summary of Changes)