W9123720Q0061.pdf

SEE ADDENDUM

(No Collect Calls)

W9123720Q0061 17-Jun-2020

b. TELEPHONE NUMBER

304-399-5963

8. OFFER DUE DATE/LOCAL TIME

11:00 AM 01 Jul 2020

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912379. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

GINNY M MORGAN

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W81F8E00732178

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

USACE, CONTRACTING DIVISION

JENNIFER DENNISON, 502 8TH STREET

HUNTINGTON WV 25701

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 9655BC 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

PAINT CREEK LAKE

TODD MILNES

504 RESERVOIR RD

BAINBRIDGE OH 45612-9450

TEL: 937-365-1470 FAX: 937-365-1974

304-399-5281FAX:

TEL: 304-399-5047 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$8,000,000

NAICS:

811310

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF66

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W9123720Q0061

Section SF 1449 - CONTINUATION SHEET

PWS

PERFORMANCE WORK STATEMENT

GREENFIELD LEVEE PUMP/MOTOR #2 REPAIR

GREENFIELD, OHIO

US ARMY CORPS OF ENGINEERS, HUNTINGTON DISTRICT

1. General: This work consists of furnishing all labor, equipment, access, and materials for removing Pump/Motor #2 and appurtenances, inspecting, repairing, shop-testing, re-installing, and testing the pump/motor assembly. The work includes inspections of impeller, line shaft, lubrication system, pump/motor and then repairing the pump and motor and components as detailed below. Basic work includes rebuilding, testing and reinstalling motors and rebuilding the associated pump including replacing all bearings, gaskets and seals. Pump/motor, pump base, impeller and line shaft shall be coated after the repair is complete. All existing nuts and bolts shall be replaced with new nuts and bolts of equal size, strength, and type. The Contractor shall be responsible for the proper handling, maintenance, storage and protection of all materials and equipment until installed and accepted. The Government will de-energize/re-energize the pump. The Government shall be responsible for making the connection from the pump/motor to the MCC. Refer to drawings and photos for additional information. All parts and components that are replaced shall be new. All tests and inspections of equipment shall be in the presence of the Government Representative Tyler Lester at 304-563-0152. The Contractor shall 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.

Greenfield Levee Pump Station, 8895 Lost Bridge Road, Greenfield, OH 45123.

2. Existing Pump/Motor Information. The existing motor is a High Thrus U.S. Electrical Motors Type, 75 hp, 3 phase, 460 V, 60 Hz, 91 amps, Frame 405TP, Type RU with 90 degrees C temperature rise.

Existing pump is a Johnston Pump 14 PS, serial number SE-5225, 5,200 GPM @ 36.6 TDH, 1170 RPM with 75 BHP.

3. Removal of Pump/Motor and Appurtenances. The Contractor shall provide all labor, equipment, access, and materials necessary for removing the existing pump/motor and appurtenances from the Greenfield Levee pump house. Appurtenances includes shafts, columns/pipe, motor, motor base, bolts, fittings, pump, oiler, and pump base. The piping from the wall to the coupling shall remain. The rest of the piping shall be removed. The Government will de-energize/re-energize the pump/motor. The Government shall be responsible for making the connection from the pump/motor to the MCC. If the Contractor deems that a portion of the roof needs removed, the Contractor shall provide a temporary means of cover until the roof is repaired. The Contractor shall be responsible for removing/replacing any roof or items that are needed from the pump station and providing temporary cover. The Contractor shall dispose of all removed items in accordance with local regulations.

3.1 Testing Prior to Removal. Prior to removal of the pump from the pump station, it shall be run dry at rated speed and vibration measurements taken. Measurements shall be made in two directions 90 degrees to each other in a horizontal plane on both the motor and the pump casing at the locations directed by the Contracting Officer. The amplitude of these vibrations shall be measured and recorded for future reference.

3.2 Removal. The pump, motor, and appurtenances to be rebuilt shall be disconnected and unfastened from the existing installation and shall be rigged out and removed from the installed positions in accordance with the manufacturer's written procedures and sound standard industrial practices.

3.3 Transport To and From Rehabilitation Facilities. The pump to be rebuilt shall be transported to the rebuild facilities and back at the responsibility of the Contractor. The Contractor shall suitably package and protect the equipment for shipment. Equipment damaged due to the Contractor's fault or negligence shall be repaired or the item replaced at the Contractor's expense.

3.4 Cleaning. The pump to be rebuilt shall be cleaned of all dirt, debris, grease, and oil deposits. Unless otherwise specified, cleaning methods shall be as recommended by the manufacturer.

4. Inspection after disassembly. The Contractor shall disassemble the pump/motor and appurtenances at their shop. Once disassembled, the Contractor shall notify the Government Representative, Tyler Lester at 304-563-0152, so a technical inspection can be performed prior to continuing any work. During this inspection, the Contractor shall furnish the Government with an inspection report listing any/all additional recommended repairs, based on the condition of the pump/motor components; in addition to the repairs outlined in this Performance Work Statement and the cost thereof prior to commencing with any additional repair.

4.1 Disassembly and Inspection. Disassembly work shall be performed in accordance with the original manufacturer’s recommended procedures. All parts shall be matched, match-marked and identified so that each component is correctly reinstalled in the proper position and orientation. All parts and components shall be inspected to determine if the parts may be reused or if they need repair or replacement.

4.2 Inspection Details.

a. Inspection of parts and components for wear, cracks, corrosion, and damage.

b. Dimensional measurements to verify if parts and components are within manufacturer’s tolerances.

c. Inspection of castings for cracks and structural damage.

d. Condition of line shaft and measure of shaft diameter and run-out journal locations, and condition of line shaft enclosing tube.

e. Impeller bore.

f. Measurement of bowl and stage pieces at area of minimum wall thickness.

h. Condition of stuffing box.

i. Condition of motor.

4.3 Inspection Report. An initial inspection report shall be submitted for the pump/motor and appurtenances which shall list all inspections performed, measurements taken, deviations from normal, conclusions and recommendations concerning additional repairs and replacements to rehabilitate the pump/motor and appurtenances. The Contractor shall obtain written approval of the Contracting Officer prior to commencing performance of any additional repair or replacement work not included in this section of specifications.

5. Pump Rebuild.

5.1 Components to replace.

a. All pump line shaft bearings, bearing rings, bushings, and thrust rings.

b. All packing, gaskets, seals, shims, coupling keys, fasteners, lockwashers, and locknuts shall be replaced.

c. Grease guards

d. Garlock Seal

e. Discharge bowl and suction bell bearings

f. Front head wearing rings, impeller nut and key

Dynamically balance the impeller to meet the original manufacturer’s specification after coating.

5.2 Pumps shafts and Bearings. The journal locations along the pump shafts shall be turned down and chrome plated as normally recommended by the manufacturer. Clearances between the journal and the new bearings shall be as specified by the bearing manufacturer. Final run-out and dimensions at the journal locations shall be included in the final inspection report.

5.3 Balance Impeller. Balance impeller by the two-plane balancing technique. Impeller shall be balanced at rated operating speed. Check balance at 110 percent of balance speed, and make needed corrections.

Amount of allowable unbalance shall be in accordance with grade G6.3 of ANSI S2.19. Weights needed to obtain required level of balance shall be securely fastened to inside cavity of impeller hub. In no case will portions of the impeller be removed or weights be added to outside of hub, vanes, or water passages.

Submit balancing procedure to the Government representative for approval at least four weeks prior to date of balancing. Each finished impeller shall be weighted and weight stamped on the bottom of hub.

Weight shall be accurate to 0.5 percent of the total weight of impeller. Weighing and balancing shall be by the Government representative.

5.4 Rehabilitation of Pump Discharge Columns. Flanges at discharge column connections shall be true and parallel to provide proper sealing. Where sealing surfaces are eroded or otherwise pitted, such surfaces shall be welded and machined smooth as recommended by the manufacturer.

5.5 Nuts and Bolts. All nuts and bolts for pump assembly and pump supports, including anchor bolts shall be corrosion resisting stainless steel. All existing nuts and bolts shall be replaced with new nuts and bolts of equal size and strength.

5.6 Pump Reassembly. Reassembly of the rebuilt pump shall be in accordance with the original manufacturer's recommended procedures. The interior and exterior surfaces of the pump units shall be coated with the coating as described below. All pump components shall be reinstalled in their proper position and orientation.

5.7 Factory Pump Tests.

5.7.1 General, Performance of the rebuilt pump shall be verified on the basis of factory tests. The factory tests shall be conducted on the rebuilt pump at the approved pump testing facility. The test shall be sufficiently extensive and complete to demonstrate that the pump operates without instability and complies with the specified performance. Test procedures, except as specified otherwise, shall be in accordance with the applicable provisions of Hydraulic Institute 2.6 Vertical Pump Tests (HI 2.6). The temperature of the water used for testing shall be approximately the same for all tests run.

5.7.2 Test Setup. The Contractor shall submit to the Government Representative for approval, a description of the test setup and test procedure proposed. Included therein shall be drawings and cross-sectional views of the setup and pump, with the location of all instruments shown. Each instrument shall be described, giving all data applicable, such as manufacturer's name, type, model number, the certified accuracy, coefficient ratios, specific gravity of manometer fluid to be used, and smaller scale division. Also included shall be a narrative description of each proposed method of instrumentation and the procedure to be used.

All instrumentation shall be in accordance with the Hydraulic Institute standards for centrifugal pumps.

Orifice plates shall not be used for capacity measurements.

5.7.3 Performance Test. The performance of the pumps shall be determined by a series of test points sufficient in number to develop a constant speed curve over the specified test range of heads listed in Paragraph "Capacities" above. Head differentials between adjacent test points shall not exceed 1.0 feet. If the plot of the data indicates a possibility of instability in the head versus capacity curve, a sufficient number of additional points shall be made to clearly define the head-capacity characteristics. The results of the tests shall be plotted to show total head, brake horsepower, and efficiency as ordinates, all plotted against the pump discharge in gallons per minute as the abscissa.

5.7.4 Test Report. The Contractor shall furnish to the Government representative three bound copies of the test report completely covering the test setup and performance tests. Each test report shall include, as a minimum, the following:

a. A statement of purposes. The name of the project, the contract number, pumps/motors data, and the design conditions.

b. A description of test procedure used.

c. Sample computations (complete).

d. A discussion of test results.

e. Conclusions.

f. Pictures of the test setup.

g. Copies of all recorded test data.

h. Curves showing performance of pumps.

i. Drawings of the test setup showing all pertinent dimensions and elevations and a detailed, dimensioned, cross-section of the pump.

j. List of personnel conducting the testing with signatures.

5.7.5 Witness Test. When the Contractor is satisfied that the pump performs in accordance with the requirements of the Specifications, he shall notify the Government representative at least two weeks in advance that the witness tests are ready to be run.

6. Motor Rebuild.

6.1 General. The Contractor shall rebuild and test the motor in strict accordance with NEMA MG-1, IEEE, and EASA procedures. The Contractor shall be a recognized industrial expert in such work and shall be an active member of the Electrical Apparatus Service Association (EASA). The Contractor shall also have all required plant, equipment, materials, and in-shop processing and testing capabilities to completely perform the services required herein at one shop location. The Contractor shall submit, for Contracting Officer approval, the name and qualifications of any proposed subcontractors, along with substantiating data regarding the subcontractor’s experience and "one-shop" service capabilities, including a roster of qualified technical staff to be assigned to the work.

6.2 Disassembly, Cleaning, and Inspection. Each motor shall be carefully disassembled and all parts cleaned by temperature-controlled oven baking, steam, and/or sandblasting, in accordance with EASA standard procedures. All components shall then be inspected and documented for general defects, wear, and overall condition to verify suitability for repair. Any defects or damage shall be corrected as the rebuild is accomplished.

6.3 Stator Windings. Shall be carefully removed from the slots so that no damage is done to laminations or frame. If heating of laminations is used during winding removal, proper procedures shall be observed to avoid heat distortion of parts or heat-caused impairment of the core material magnetic properties. All shorted or damaged laminations shall be repaired or replaced prior to installing new windings. It should be noted that the existing stator windings are random-wound coils.

6.4 Mechanical Repairs.

6.4.1 Shafts, bearing journals, keyways, and oil rings shall be inspected for wear, scoring, and straightness or trueness. Minor defects shall be corrected (and oil rings replaced if necessary). Actual shaft condition is expected to be good, with only minor repairs, if any, required. Any major defects shall immediately be reported to the Government representative, who shall determine the final disposition of the shaft repair/replacement and corresponding adjustments to the contract price. The Contractor shall not include shaft replacement in their contract price.

6.4.2 Bearings shall be replaced. Existing bearings are of the sleeve type (MRC-316).

6.4.3 Lubrications shall be replaced in accordance with NEMA and EASA standard procedures.

6.4.4 Motor frame and end shields shall be inspected for defects and fits. All cracks or breaks shall be repaired and all fits brought to standard tolerances per NEMA and EASA guidelines.

6.4.5 Painting. After repairs are completed, the external surfaces of the motor shall be shop painted with two-part epoxy paint of approved color. Upon re-installation of the motor in its permanent location, it shall be finish-painted by the Contractor as part of the gate machinery painting specification detailed elsewhere.

During all paint applications, the existing nameplate shall be removed to prevent covering the nameplate with paint, and reinstalled after the paint has cured. See details below.

6.4.6 Upon reassembly of motor components, all laminations shall be firm and secure, and slip rings shall be properly insulated and machined to concentric, smooth, and polished condition. The rotor shall be balanced to tolerance criteria established by ISO 1940/ANSI S2-19. The completed motor shall be vibration tested as detailed below.

6.5 Electrical Repairs. Except for the new insulation system and VPI epoxy treatment, it is the intent of these specifications to rewind the motors "in-kind" - no other winding redesign is intended or allowed. The completed rebuilt motor shall produce essentially the same torque, speed, horsepower, efficiency, and power factor as the original unit.

6.5.1 Prior to removal of windings for the stator and rotor, existing winding configuration and connection data shall be carefully and accurately recorded. Rotor and stator shall be properly stripped of old windings and prepared for rewinding. Slots shall be cleaned and free of sharp edges and particles. Laminations shall be inspected and repaired as necessary. Stator bore shall be checked for trueness and concentricity, and corrected if necessary.

6.5.2 New stator windings shall be random-wound coils of high-quality, glass-over-enameled copper, magnet wire with NEMA Class "H" (minimum) insulation system. Coils shall be wound and placed in the stator slots with a minimum of crosses. Care shall be taken not to damage the magnet wire insulation during insertion into the slots. All stator coils shall be wedged to hold the wire securely in the slots and all slots shall be lined with sheet stock insulating liners, of materials compatible with the VPI epoxy treatment. All large voids and spaces between the sides, bottom, and top of the coil and the slot surfaces shall be properly filled with pre-formed bar, or sheet stock, spacers of VPI-compatible materials. The coils shall be shaped and laced together, with glass-reinforced lacing, to maintain all necessary clearances from other motor structures and components. A surge ring of suitably sized woven glass rope, or other compatible material, shall be incorporated and secured into the coil lacings prior to VPI treatment. All electrical connections shall be properly soldered, brazed, or welded and then properly insulated and secured prior to VPI treatment.

6.5.3 Vacuum-pressure impregnated (VPI) epoxy treatment of the stator and rotor windings and associated structures/components shall be accomplished in accordance with standard industry practices. Finished winding structures shall be completely filled, free of voids and cracks, and shall form a rigid reinforced unit.

6.5.4 Brushes and replaceable brush support components shall be replaced. Brush springs shall be properly tensioned in the finished product to provide precise alignment and contact with the newly-machined slip ring surfaces.

6.5.5 A stator winding heater shall be installed in both ends of each motor. The heaters shall be ribbon-type, 150 watt, 120 VAC, and shall be properly installed and secured on each end of the stator windings. Heater leads shall have 600 volt minimum insulation and shall be routed and extended through the motor's terminal box with the motor leads.

6.6 Final Tests. Upon completion of all rebuilding activities, and at appropriate times during final assembly, the following tests shall be performed in accordance with standard NEMA MG-1 (Part 12), IEEE 112-1984, and EASA procedures. Test data shall be carefully and accurately recorded for submittal to the Contracting Officer. Completed motors shall not be shipped until the Contracting Officer approves the test data. Test results that do not fall within acceptable values, or range of values, as specified herein and in NEMA, IEEE , or EASA guidelines, shall indicate improper or deficient rebuild techniques. In such instances, the Government representative shall decide if additional testing, retesting, or repair work is required to remedy the deficiency. Any additional work shall be accomplished by the Contractor, or their approved subcontractor, at no additional cost to the Government.

6.6.1 End Thrust and End Play. All rotor components shall be positioned on the shaft to eliminate end thrust against either bearing. Total end play in sleeve bearing apparatus shall be approximately 1/16 inch per inch of diameter of shaft journal. Rotor shall be balanced per paragraph 11.4.6, above.

6.6.2 Vibration Test and Spectrum Analysis (0-300 Hz) of the completed motor shall be accomplished in accordance with NEMA MG-1-12.07 to verify proper shaft balance and bearing performance. Maximum shop-measured "no-load" amplitude shall not exceed 0.0025 inches (peak-to-peak) in any direction relative to the horizontal shaft axis. Test results shall be presented as plots of peak-to-peak amplitude vs. frequency (0-300 Hz), for each test position.

6.6.3 Electrical Tests. The following electrical tests shall be performed, in accordance with applicable NEMA, IEEE, and EASA procedures, to verify the condition of the new windings and motor performance characteristics. All tests shall be witnessed by a representative of the Contracting Officer unless waived in writing.

6.6.3.1 DC High-Potential Test. When tested in accordance with NEMA MG-1-12.04, measured leakage current to ground of each winding shall not exceed 10 milliamperes.

6.6.3.2 Insulation Resistance Test. Megger test values for stator and rotor windings shall be recorded, using test voltage of 500 VDC. Test values shall not be less than 2 Megohms.

6.6.3.3 Polarization Index. A polarization index test shall be conducted by applying a test voltage of 2,500 VDC to each winding and recording the resistance to ground at every 15 second interval for a total of 10 minutes or until resistance readings reach infinity, whichever occurs first. The data shall be presented as a curve of resistance vs. time. Polarization Index (i.e., ratio of 10 minute reading over 1 minute reading) shall not be less than 2.0.

6.6.3.4 Surge Comparison Test. All windings shall be subjected to a surge comparison test to verify absence of fabrication and installation defects or damage. Test results shall be documented and shall demonstrate that the windings are essentially identical within their respective structure and are free from defects.

6.6.3.5 Stator Iron Loop Test. The stator iron loop test shall be performed twice during the rebuild process.

First test shall be after removal of old stator windings and complete cleaning of the stator core and frame, and shall document location and extent of any "hot-spots" where lamination repairs must be made. Second test shall be after all lamination repairs are completed, prior to installation of new windings, and shall verify absence of "hot-spots" as defined by the IEEE test procedure.

6.6.3.6 Load Test. A dynamometer load test shall be performed on the completed rebuilt motor in accordance with IEEE Standard 112. The rotor windings shall be shorted for the test, and the motor brought up to full speed at 460 volts before beginning the test. The following minimum parameters shall be recorded for test points at 0%, 25%, 50%, 75%, 100%, and 125% of rated motor load (nominal): motor line current; speed;

output torque foot-pounds; and output horsepower (see IEEE Std. 112-1984). Also, for each motor tested, the motor line current corresponding to 1,000 foot-pounds of output torque shall be recorded. This value of motor line current will be the maximum current allowed by the LCC controller. Test data shall be presented both in tabular form and in standard performance curves format.

7. Coatings. For the pump, use of System No. 21-A-Z Formula 151 for ferrous parts of the pump located above the finish floor. For the interior and exterior surfaces of the pump located below the baseplate, except for stainless steel or galvanized, the required paint system should be System No. 6-A-Z.

Contractor shall submit cut-sheets and procedures for painting for the Government to review prior to painting.

System No. 6-A-Z Epoxy zinc-rich primer 19B shall be applied in accordance with the manufacturer's directions in two single, half-lapped spray coats to an average dry film thickness of a minimum of 3.0 mils. The thickness at any point shall not be less than 2.5 mils or greater 8 mils for the primer. After a minimum drying period of 6 hours and no more than 96 hours, at least two coats of coal tar epoxy paint shall be applied to provide a minimum thickness at any point of 16 mils for the completed system. If the epoxy zinc-rich paint has been applied in the shop or otherwise has been permitted to cure for longer than 96 hours, it shall be abraded and recoated with an additional thin tack coat of the zinc-rich paint, which in turn shall be over-coated within 96 hours with the first coat of coal tar-epoxy paint. The specified film thicknesses shall be attained in any event, and any additional coats needed to attain specified thickness shall be applied at no additional cost to the Government.

SYSTEM NO. 6-A-Z

Items or surfaces to be coated:

SURFACE PREPARATION 1st & 2nd COAT 3rd COAT 4th COAT White metal blast cleaning MIL-DTL-24441/19B Coal tar epoxy Coal tar epoxy

C-200a (black) C-200a (black)

System No. 21-A-Z The epoxy zinc-rich paint 19B shall be applied in two singles half-lapped spray coats to an average dry film thickness of a minimum of 4.0 mils, and a thickness at any point of not less than 2.5 mils or greater than 8.0 mils. After a drying period of not less than 6 hours nor more than 96 hours, at least two coats of epoxy polyamide paint shall be applied to produce an average dry film thickness totaling 12 mils. If the epoxy zinc-rich paint has been applied in the shop or otherwise has been permitted to cure for longer than 96 hours, it shall be abraded and recoated with an additional thin tack coat of the zinc-rich paint, which in turn shall be over-coated within 96 hours with the first coat of the epoxy polyamide paint. When applying MIL-DTL- 24441, the type of thinner, amount of thinning, and required induction time shall be as recommended by the manufacturer. The drying time between non-zinc coats shall not be less than 12 hours nor more than 96 hours.

SYSTEM NO. 21-A-Z

Items or surfaces to be coated:

SURFACE PREPARATION 1st & 2nd COAT 3rd COAT 4th COAT White metal blast cleaning MIL-DTL-24441/19B MTL-DTL-24441 MTL-DTL-24441

Grey Gret

8. Field Testing and Adjusting.

8.1.1 General. Prior to acceptance, an operational test of the rebuilt pump, rebuilt motor and appurtenances shall be performed to determine if the installed equipment meets the purpose and intent of the Specifications. Tests shall demonstrate that the equipment is not electrically, mechanically, structurally, or otherwise defective; is in safe and satisfactory operating condition; and conforms to the specified operating characteristics. Prior to applying electrical power to any motor driven equipment, the drive train shall be rotated manually to demonstrate free operation of all mechanical parts. Tests shall include checks for excessive noise levels, and power consumption and vibration. All supplies needed for testing shall be the Contractor's responsibility.

8.1.2 Dry Tests. The rebuilt pumping unit, consisting of the rebuilt pump and new motor shall be tested in the dry to determine whether it has been properly erected and connected. After the pumping unit has been completely assembled, including all rotating elements and lubrication system, the pump unit shall be operated at full rated speed for a period of 2 hours, to assure proper alignment and satisfactory operation.

Vibration measurements, in both axial and radial directions, shall be made by the Contractor and recorded.

Measurements shall be made on pump casing flanges, on bearing housings, if possible and on the motor.

Vibration measurements will be analyzed by Government personnel to determine acceptability of pumping installation. Maximum level of vibration of assembled pumping unit shall not be greater than the value of lower limit of the "fair" range of "General Machinery Vibration Severity Chart". Measurements shall be made at pump operating speed. "General Machinery Vibration Severity Chart" may be obtained from IRD Mechanalysis Inc., 6150 Huntly Rd., Columbus, Ohio 43229. Should tests reveal that there is a design deficiency or a manufacturing error in pumping unit components, the problem shall be promptly corrected by and at the expense of the Contractor.

8.1.3 Retesting. If any deficiencies are revealed during the field operational tests, such deficiencies shall be corrected and the test shall be performed again at the Contractor's expense.

9. Quality Control. A quality control system shall be established and maintained for work covered under this section to assure compliance with contract requirements and maintain records of quality control for all construction operations including but not limited to the following:

a. Rebuilt pump factory tests.

b. Installation and commissioning of rebuilt pump and new motor, including field adjustments and field tests.

A copy of the records of all inspections and tests, as well as the records of corrective action taken, shall be furnished to the Contracting Officer.

10. Protection of Materials and Equipment. The Contractor shall be responsible for the proper handling, maintenance, storage and protection of all materials and equipment until installed and accepted.

11. Warranty. The Contractor shall furnish to the Contracting Officer the manufacturer's standard warranty or guarantee for the equipment and materials installed under this section of the specifications. The manufacturer's standard warranty shall be for a minimum period of 1 year and shall start upon acceptance of the equipment. Upon receipt of notice from the Government of failure of any part of the guaranteed materials or equipment during the warranty period, new replacement part or parts shall be furnished and installed promptly at no additional cost to the Government.

All equipment installed under this section of the specifications shall be guaranteed for a period of one year from the final date of acceptance of the project against defective materials, design and workmanship. Upon receipt of notice from the Government of failure of any part of the guaranteed equipment during the period, the affected part or parts shall be replaced promptly with new parts and at the expense of the Contractor.

12. Site Cleanup. After the installation work has been completed and all testing found acceptable, the Contractor shall clean up the entire project area. All excess material and debris not incorporated into the permanent installation shall be disposed of off-site by the Contractor at his expense.

13. Site Visit: Offerors are encouraged to make a site visit by contacting:

Russell Curtis, Resource Manager Paint Creek Dam 504 Reservoir Road Bainbridge, OH 45612-9450 937-365-1470

14. Working Days and Hours: Normal working hours are Monday through Friday 7:30 am to 4:00 pm

Eastern Time. Work inside Government buildings or other secured areas shall be performed during the above referenced work hours. Ten Federal holidays observed are as follows:

New Years Day (January 1st) Martin Luther King Day (3rd Monday in January) President’s Day (3rd Monday in February)

Memorial Day (Last Monday in May) Independence Day (July 4th) Labor Day (1st Monday in September) Columbus Day (2nd Monday in October) Veteran’s Day (November 11th) Thanksgiving Day (4th Thursday in November) Christmas Day (December 25th)

When one of the above designated holidays falls on a Sunday, the following Monday is observed as a legal holiday. When a legal holiday falls on a Saturday the preceding Friday is observed as a holiday.

Work that interferes with other ongoing functions at the project shall be scheduled around normal working hours. Work shall be scheduled around the above listed Federal holidays unless approved in advance.

Work shall be performed during daylight hours and days to be worked will be at the discretion of the Resource Manager.

15. Contractor Submittals: The successful offeror must submit the following to the Contracting Officer for approval:

a. Contractor’s Work Plan. This must be approved prior to starting work on-site.

b. Contractor’s Testing procedures. This must be approved prior to testing.

c. Contractor’s Accident Prevention Plan (APP)

d. Security Requirements (shall be submitted directly to the Security Office as outlined below).

16. Pre-Construction Work Conference: Once a notice to begin work has been issued by the Contracting

Officer, a Pre-Work Conference will be held at Paint Creek Dam to review the Contractor’s Plan to for the aforementioned work.

Contractor Accident Prevention Plan (APP).

A. General. Contractor shall comply with all Federal, State and Local safety requirements including those specified by the Occupational Safety and Health Act (OSHA) in 29 CRF 1910 General Industry Standard, 1926 Construction Standard and the U.S. Army Corps of Engineers Safety & Health Requirements Manual EM 385-1-1 as currently revised. Where a conflict exists between safety standards/requirements the contractor shall comply with the more stringent requirement. If the Contractor fails or refuses to promptly comply with safety and security requirements as specified herein, any project employee may stop all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such work stoppage shall be made subject to any claims for extension of time or for excess costs or damages sustained by the Contractor. Also, the Contractor will not be paid for work not performed as a result of the stop order.

B. Contractor Accident Prevention Plan (APP). The Contractor shall prepare a site-specific Accident Prevention Plan following the outline provided in EM 385-1-1, Appendix A as a minimum. The contractor shall address each element and sub-element in the outline in the order they appear in Appendix A. Any item from the outline that does not apply must be listed, in its assigned place and a brief explanation of the reason it is not required/provided. The APP shall address any unusual or unique aspects of the project or activity. This plan must be accepted by the Contracting Officer prior to commencement of any work. Contractors are encouraged to contact the USACE Safety & Occupational Health Office for questions or information regarding the development of contract Accident Prevention Plans. Office hours are Monday-Friday 8:30 a.m. - 4 p.m. at (304)399- 5039/5032/5326. The web address for EM 385-1-1 is:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

(1) The contractor shall have on site an employee designated as a Site Safety and Health Officer (SSHO) who has completed the OSHA 30-hour Construction Safety training or its equivalent as specified in EM 385-1-1, 01.A.17 (only authorized online outreach training providers qualify – https://www.osha.gov/dte/edcenters/map.html) and has at least five years’ experience relative to the work to be performed. No work will be permitted unless the SSHO is present at the work site.

(2) For task orders limited to routine mowing, cleaning and janitorial work SSHO responsibilities may be a collateral duty. Contractor may also elect to use an SSHO with either OSHA 30-hour Construction or General Industry qualifications.

(3) Work crews of two or more must have two people holding current certification in First Aid and CPR from the American Red Cross, American Heart Association or a licensed physician. Training must include a hands-on component that cannot be taken online and the contractor must maintain appropriate First Aid kit on site. Single individuals working alone must have current certification in First Aid as a minimum.

(4) All work that potentially exposes the worker to falls of six feet or more will require the contractor to submit a Site Specific Fall Protection & Prevention Plan in accordance with EM 385-1-1, Section 21.D.

(5) Cranes and hoisting equipment shall be operated only by qualified personnel (operators licensing, physical and drug testing in accordance with EM 385-1-1 Section 16.B). Note: CDL Medical Clearance is not acceptable. Please see attached medical clearance requirements.

(6) Effective November 8, 2010 all “Signalpersons” and “Riggers” shall be qualified. This is a mandatory requirement in accordance with 29 CFR 1926.1400 Regulations. Riggers must be a qualified person for the performance of specified hoisting activities such as during assembly/disassembly, in accordance with OSHA 1926.1404(r)(1) and 1926.1425(c)(3).

(7) Work orders involving potential exposure to Hazardous, Toxic or Radiological Waste shall require development of Site Specific Safety and Health Plan (SSHP) by qualified personnel as specified in EM 385-1-1 Sections 6 and 33.

C. Risk Management Process. The Contractor shall utilize risk management tools such as Activity Hazard Analysis (AHA), Job Hazard Analyses (JHAs), Job Safety Analyses (JSAs) or similar tools to identify, assess, prioritize risks and develop controls to minimize, monitor and control the probability and/or impact of unfortunate events to an acceptable level. Within each major phase, all activities, tasks or Definable Features of Work (DFOWs) shall be identified that will require an AHA/JSA/JHA. For each work activity, task or DFOW contractor shall prepare the initial AHA/JSA/JHA. A Risk Assessment Code (RAC) is assigned to each step, to the risk that remains after controls have been applied (residual risk) a final RAC (cannot be lower than the highest step RAC) shall be assigned. See EM 385-1-1 Section 01.A.14.b. for further guidance or contact the SOHO for assistance. The AHA/JSA/JHA shall be reviewed and accepted by the proper authority in order to proceed with the activity. All on-site employees shall review the accepted AHA/JSA/JHA prior to performing work and during weekly and “Tool Box” safety meetings as appropriate.

1. AHA/JSA/JHA shall define the activities being performed and identify the work sequences, the specific anticipated hazards, site conditions, equipment, materials, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level of risk. AHA/JSA/JHA should indicate compliance with EM 385-1-1 personal protective equipment requirements (safety-toed work boots, safety glasses, gloves, hard hats, etc.), work crews of two or more must have two people currently qualified in first aid and CPR and the appropriate first aid kit on site. Single individuals working alone must have current certification in First Aid only.

2. The names of the Competent Person(s) and Qualified Person(s) required for a particular activity (e.g., excavation, scaffolding, fall protection, or other activities as specified by OSHA and this manual) shall be identified and included in the AHA/JSA/JHA, as well as proof of their competency/qualification.

D. Accident/Mishap Reporting: The Contractor shall report all recordable mishaps to the GDA within 24-hours in accordance with EM 385-1-1 Section 01.D. Accidents shall be investigated to determine causal factors and corrective actions shall be implemented. Accidents resulting in: days away injuries, days away illnesses, restricted/transfer injuries, property damage of $5,000.00 or more shall be investigated and reported to the GDA using the USACE Accident Investigation Report Form ENG 3394 within 24 hours of the occurrence.

(1) Immediate notification to the GDA is required for all serious accidents:

a. Fatal Injury/illness;

b. Permanent totally disabling injury/illness;

c. Permanent partial disabling injury/illness;

d. One (1) or more persons hospitalized as inpatients as a result of a single occurrence;

e. $500,000 or greater accidental property damage;

f. Three (3) or more individuals become ill or have a medical condition suspected to be related to a site condition, or a hazardous or toxic agent on the site;

g. USACE aircraft destroyed or missing;

The Contractor shall maintain an OSHA Log of Work Related Injuries and Illnesses, OSHA Form 300 and comply with all accident reporting and recordkeeping requirements specified in 29 CFR 1904.39.

(2) In addition to the above, any mishap occurring in any of the following high hazard areas shall be reported immediately to the GDA, investigated and corrective actions implemented.

a. Electrical (includes Arc Flash, electrical shock, etc.);

b. Uncontrolled Release of Hazardous Energy (includes electrical and non-electrical);

c. Load Handling Equipment (LHE) or Rigging;

d. Fall-from-Height (any level or other than same surface);

e. Underwater Diving

SECURITY REQUIREMENTS

All Contractors and subcontractor employee(s) working on any contract who require access in and/or around any Huntington District facilities, projects, owned or leased facility/space shall receive authorization to be on site at these areas based upon a favorable background investigation in accordance with “Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors” (HSPD 12).

The Huntington District Security Management Office shall submit contractor(s) personal information to complete the basic background investigation in order to make a recommendation to the Contracting Office of an employee’s suitability for work on Government property. The Procuring Contracting Officer (PCO) has the right to deny any contractor or subcontractor employee from working on any contract based upon the results of the background investigation provided by the Huntington District Security Management Office. The Government, Contractor, and subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the Huntington District Security Management Office has completed an Operations Security (OPSEC) review of such items and determined they can be released.

FOR ALL CONTRACTS 1-YEAR AND SUBSEQUENT OPTION YEARS:

Contractors shall submit a complete investigation packet for each contractor and subcontractor employee to the Huntington District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted unescorted access in or on District facilities.

The Contractor must also provide the following: (1) Name of the Contract Specialist with whom he/she is working,

(2) Project Name, (3) Contract Number (4) Task Order Number when applicable, and (5) Security Information Sheet on each employee working on site must be submitted directly to the Huntington District Security Management Office.

The Contractor must provide a full legal name, complete SSN#, Date of Birth, Place of Birth (City and State) and Driver’s license number if available. It is the Contractor’s responsibility to ensure the above information is accurate and legible, otherwise delays may occur.

Contractors shall have background checks completed for their employees annually in the case of Contracts with option periods. For instance, if the employee was cleared in May of 2018, they shall be cleared again in May of 2019. It is the Contractor’s responsibility to ensure that each employee’s security is up to date. Failure to comply may lead to possible removal from the project/jobsite.

The Contractor must ensure if new employees are brought in to work on an existing Contract with the U.S. Army Corps of Engineers (USACE), they must process the employee through the Huntington District USACE Security Management Office for background purposes.

FOR CONTRACTORS REQUIRING DOD COMMON ACCESS CARDS (CAC)

The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see http://www.opm.gov/forms/ to print form). FD 258, Contractor Fingerprint Card (one card for digital prints, two for ink prints) (NOTE: a trained/qualified individual must take prints, ORI block on the FD 258 must be USOPM000Z) (Contractor Fingerprint Cards (FD-258) may be obtained by Contracting Division by contacting the Huntington District Security Management Office).

Contractor shall report any changes in personnel, or at any time conditions change at least 5 working days prior to individual(s) need to have access to the site. The Contractor shall provide the same information as listed above for all new employees.

Following submission of paperwork, the Huntington District Security Management Office will conduct an initial criminal check based upon the information provided. If there are no issues, the Huntington District Security Management Office will make recommendations to the PCO or their Designated Representative. The Huntington District Security Management Office cannot give approval due to unfavorable report(s). The Huntington District Security Management Office shall coordinate with Office of Counsel and will jointly make recommendations to the PCO and/or the Designated Representative should a background investigation come back with derogatory information. The PCO will make the determination whether to allow the Contractor personnel to work on the site based on Security and Office of Counsel recommendations, and the PCO will advise the Contractor of the decision.

FOREIGN NATIONALS

The Contractor shall provide the package listed above, as well as additional materials noted below for all Foreign Nationals. The Contractor is to expect additional time in the approval process for all Foreign Nationals due to the level of review and elevation of the review to Headquarters staff to complete. All Foreign Nationals must be cleared 30 to 45 days in advance of any site visit, tour or work on USACE owned/leased property. All Foreign Nationals must comply with the following paragraph:

In accordance with Engineering Regulation 380-1-18, “Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives” dated 1 August 1996, Section 4, all foreign nationals who work on Corps of Engineers’ contracts shall be approved by the Headquarters US Army Corps of Engineers (HQ USACE) Foreign Disclosure Officer before beginning work on this contract; this regulation includes subcontractor employees. The Contractor shall submit to the Security Management Office, the names of all foreign nationals proposed for performance under this contract, along with documentation to verify legal admittance into the United States. Such documentation shall include at least one of the following: a U.S. passport, Certificate of U.S. Citizenship (INS Form N-560 or N-561), Certificate of Naturalization (INS Form N-550 or N-570), Alien Registration Card with photograph (INS Form I-151 or I-551), Employment Authorization Card (INS Form I-688A), etc.

In order to assure forms are properly completed, and to minimize time delays, the Contractor is encouraged to work closely with the Huntington District Security Management Office. The Government will return for correction incomplete forms, illegible forms, etc.