W9123719T0074.pdf
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SEE ADDENDUM
(No Collect Calls)
W9123719T0074 26-Aug-2019
b. TELEPHONE NUMBER
304-399-5337
8. OFFER DUE DATE/LOCAL TIME
11:00 AM 12 Sep 2019
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
CYNTHIA A OXLEY
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
W81F8E91237827
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
CYNTHIA OXLEY, 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 16. ADMINISTERED BY
SEE SCHEDULE
12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-
TION UNLESS BLOCK IS
MARKED
SEE SCHEDULE
14. METHOD OF SOLICITATION
RFQ IFB RFPX
304-399-5281FAX:
TEL: 304-399-5337 SERVICE-DISABLED
VETERAN-OWNED
SMALL BUSINESS
8(A)
HUBZONE SMALL
BUSINESS
SIZE STANDARD:
$7,500,000
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 OF80
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.
W9123719T0074
Section SF 1449 - CONTINUATION SHEET
INSTRUCTIONS TO OFFERORS
This Request for Quote (RFQ) is for a Firm Fixed Price Contract to provide all management, labor, supplies, materials and equipment necessary to perform the Motor Rehabilition for the New Boston Pump Station #10. All work shall be performed in strict compliance with the attached Performance Work Statement (PWS) and all other terms, clauses and conditions incorporated herein. The period of performance (excluding options) shall be no longer than 16 weeks after Notice To Commence Work. (See Price Breakout Schedule). Subject to availability of funds, option CLINs will be exercised at award of the base or by contract modification signed by the contracting officer and prior to contract expiration.
Award of option CLINs may extend the period of performance, which will be part of the base award or contract modification.
Simplified acquisition procedures for commercial services are being used in this procurement in accordance with FAR 13.500(c)(2).
One award will be made from this RFQ. The Government intends to evaluate quotes and award a contract without discussions with offerors (See 52.212-1(g)).
This procurement is 100% set-aside for Small Business, under NAICS code 811310 ($7.5 million average annual receipts for the previous three years).
The Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the Contractor.
There is no bonding requirement for this procurement action.
Quotes will not be accepted for quantities less than the quantities specified in the price breakout schedule.
Failure to submit a unit price for all items listed (base and all options) will be considered as a material deviation from the requirements of the Request for Quote (RFQ) and the quote will be rejected.
IMPORTANT NOTICE: Effective September 26, 2018 and in accordance with FAR Clause 52.204-7, “an Offeror is required to be registered in SAM when submitting an offer or quotation, and shall continue to be registered until time of award, during performance, and through final payment of any contract, basic agreement, basic ordering agreement, or blanket purchasing agreement resulting from this solicitation.”
Vendors are highly encouraged to check their registration status and plan accordingly prior to submitting an offer.
Submit Offers to: cynthia.a.oxley@usace.army.mil
OR
U.S. Army Corps of Engineers ATTN: Cynthia Oxley 502 8th Street, Room 419 Huntington, WV 25701
OR
Fax: 304-399-5281
Quotes are due on the date and time identified on page 1 (box 8) of this solicitation. Electronic and fax submittals may be accepted.
For contractual/technical questions, please contract Cynthia Oxley at 304-399-5337 or by email at cynthia.a.oxley@usace.army.mil
A Site Visit and meeting has been set for Sep 5, 2019 at 10:00am eastern at Pump Station #10 (38°45'00.9"N 82°55'37.0"W). This site visit is not mandatory, but highly recommended.
Evaluation—Commercial Items, IAW FAR 52.212-2:
(a) The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate offers:
Factors A and B are of equal importance. The remaining factors (C and D) are listed in descending order of importance with Factors A and B being significantly more important than factors C and D.
Notwithstanding any other provisions of these specifications concerning the method of award, the best value trade-off process will be used in this acquisition with award made, as a whole, to the offeror whose quote conforms to the solicitation and has been evaluated as most advantageous to the Government with appropriate consideration given to the evaluation factors: Experience, Equipment/Shop, and Past Performance. Offerors will be cautioned that the award may not necessarily be made to the lowest price offered.
All non-priced factors, when combined, are more important than price. Thus, price is not expected to be the controlling factor in the selection of the Contractor for this solicitation. However, as the evaluated merit of competing technical offers becomes more equal, total price and other price factors will become more important in the selection. Total price and other price factors could become the deciding factor for selection, depending upon whether the most acceptable technical offer is determined to be worth the cost differential, if any.
The evaluation approach for all technical factors is as follows: The offer will be evaluated to determine the extent to which each requirement has been addressed in accordance with the terms and conditions listed in this solicitation.
Factor A – Experience:
Must have at least 10 years of experience with regards to 4160V motor repair. (Provide a narrative that describes your company’s experience with 4160V 250HP motor repair. The narrative shall include specific examples with motor information and repairs performed)
Factor B – Equipment/Shop:
Must have an in-house machine shop. (Provide a list of machining equipment. Also provide a narrative explaining how your machine shop has the capabilities to perform necessary repairs to the subject motors.)
Must be an Underwriter Laboratories (UL) certified motor shop. (Provide a valid certificate as proof)
Must be an Electrical Apparatus Service Association (EASA) accredited motor shop. (Provide a valid certificate as proof)
Factor C - Past Performance:
Information on performance on recent and/or relevant performance within the past five years including names and phone numbers of references and type of work performed. Also, provide this information on any proposed subcontractors. Absent any recent and relevant past performance history or when the performance record is so sparse that no meaningful confidence assessment rating can be reasonably assigned, the offeror will be assigned an “unknown confidence rating” and their quote will not be evaluated either favorably or unfavorably on past performance. The Government may use data provided by the offeror and data obtained from other sources, including past performance information retrieval system (PPIRS) and data in Government files or and their current and past performance under Federal, State or Local government or commercial contracts for same or similar services. Past Performance will be evaluated for relevancy of similar service/support, complexity, dollar value, contract type and degree of subcontracting/teaming (very relevant, relevant, somewhat relevant, not relevant) and confidence
(substantial, satisfactory, limited or no confidence). An unknown confidence rating will be given if the offeror’s performance record is so sparse that no meaningful confidence assessment rating can be reasonably assigned.
NOTE: The Past Performance Questionnaire (Attachment A) included in the solicitation is provided for the offeror or its team members to submit to the client for each project the offeror includes in its quote for Past Performance. Ensure correct phone numbers and email addresses are provided for the client point of contact. If different from the client point of contact, also include the name and phone number of the Contracting Officer. Completed Past Performance Questionnaires should be submitted with your quote. If the offeror is unable to obtain a completed PPQ from a client for a project(s) before quote closing date, the offeror should complete and submit with the quote the first page of the PPQ (Attachment A), which will provide contract and client information for the respective project(s). Offerors should follow-up with clients/references to ensure timely submittal of questionnaires.
If the client requests, questionnaires may be submitted directly to the Government ' s point of contact, Cindy Oxley via email at Cynthia.A.Oxley@usace.army.mil prior to quote closing date or other date listed in the quote instructions. Offerors shall not incorporate by reference into their proposal PPQs previously submitted for other RFQs. However, this does not preclude the Government from utilizing previouslysubmitted PPQ information in the past performance evaluation.
Factor D – Cost/Price:
Cost/Price will be evaluated for the purpose of determining the reasonableness and completeness of prices offered.
Total price and price factors may become the deciding factor for selection, depending upon whether the most acceptable quote is determined to be worth the cost differential, if any.
(b) Options. The Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. The Government may determine that an offer is unacceptable if the option prices are significantly unbalanced. Evaluation of options shall not obligate the Government to exercise the option(s).
(c) A written notice of award or acceptance of an offer, mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer. The notice shall be signed by both the government and the contractor and shall result in a binding contract. Before the offer’s specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.
PERFORMANCE WORK STATEMENT
New Boston Pump Station #10 Motor Rehab Performance Work Statement
Author: Patrick Deweese, PE
USACE Huntington District 502 Eighth Street
Huntington, WV 25701 Kevin Nelson
Miles.K.Nelson@usace.army.mil 304-399-5039 (office)
Table of Contents
1. Project Introduction
1.1. Purpose…………………………………………………………………………………………………… 3
1.2. Objectives ……………………………………………………………………………………………….. 3
1.3. Project Description………………..……………………………………………………………………… 3
1.4. Project Site Location …………………………………………………………………………………… 3
1.5. Project Background …………………………………………………………………………..………….. 3
1.6. Points of Contact (POC) …………………………………………………………………..………..….. 4
2. General Contractor Responsibilities ………………………………………………………………….……….. 6
3. Execution
3.1. Sequence of Work ……………………………………………….……………………………..………. 7
3.2. General Work Schedule ……………………………………………………………….………………… 8
3.3. Coordination of Work……………………………………………………………………………………. 9
3.4. Temporary Pumping ……………………………………………………………………..…….……9
3.5. Disposition of Equipment ……………………………………………………..…………….………… 10
4. Motor Repair Performance Specification
4.1. Objectives ….…………………………………………………….……………………………………. 11
4.2. Motor Removal ………….……………………………………….……………………………………. 11
4.3. Motor Transportation (to and from Repair Facility) ……......….……………………………………… 11
4.4. Cleaning …….………………………………………………….………………………………………. 12
4.5. Evaluation …………………………………………………….……...……………………………….. 12
4.6. Repair …….…………………………………………………………….……….….…….…………….. 13
4.7. Winding Replacement ….………………………………………………..……………..………………. 13
4.8. Testing ………….………………………………….………………………………………………..…. 14
4.9. Factory Inspection ……………………………………………………………………………………. 14
4.10. Installation …………………………………………………………………….……….………………. 14
4.11. Field Testing…………………………………………………………………….……………………….. 15
5. Protection Relay Upgrade Performance Specification
5.1. Objectives…....……………………………………………………………………………….…………. 16
5.2. Field Testing …………………………..………………………….……..………………………….….. 16
6. Submittals………………………………………………….………………………………………….………. 17
7. Attachments (included seperately)
7.1. Motor Name Plate Picture
7.2. Temporary Pumping Plan
7.3. Motor Protection Relay Installation Plans and Specifications
7.4. Site Aerial View and Contractor Work Limits
1 Project Introduction
1.1. Purpose
The purpose of this project is to provide rehab services for (6) 250HP 4160V pump motors at New Boston’s Pump Station #10 and install mitigation measures to prevent recurrence.
1.2 Objectives
This project has (2) primary objectives:
1) Repair of (6) 250HP 4160V pump motors at New Boston Pump Station #10 to ensure reliable service.
2) Installation of motor protection relays and supporting circuitry to prevent motor damage recurrence.
1.3 Project Description
This project consists of two individual elements. First, is for a Contractor to evaluate and repair (6) 250HP 4160kV pump motors. Second, is for the same Contractor to integrate the design, installation, testing and commissioning of (6) motor protection relays and supporting circuitry within Pump Station #10’s existing switchgear output sections.
1.4 Project Site Location
New Boston Pump Station #10 (38°45’00.04N, 82°55’41.20W)
1.5 Project Background
In February 2018, a flood event caused New Boston city workers to operate Station #10 as per the operation manual. At an unknown point all (6) pump motors were operating when they began to gas profusely. The city worker stopped all (6) pumps and determined a 4160V phase was missing from the utility. It’s unclear the amount of time the motors operated under single phase conditions. This project is being executed to repair damage incurred to the (6) pumps. Plus, perform further mitigation of installing motor protection relays and supporting circuitry to prevent recurrence.
1.6 Points Of Contact
Project Sponsor Contact:
Steve Hamilton Village Administrator 3980 Rhodes Ave New Boston, Ohio 45662
(740) 456-4103 office
USACE Contact:
Andy Creamens USACE Levee Safety Coordinator 502 Eighth Street Huntington, WV 25701 Anthony.I.Cremeans@usace.army.mil
(304) 399-5335 office
2 General Contractor Responsibilities
This project has two primary elements:
1) Repair of (6) 250 HP 4160V pump motors as defined in this specification.
2) Design, installation, testing and commissioning of (6) motor protection relays and supporting circuitry as defined in the plans and specifications located in the attachments of this document.
Unless otherwise noted in the plans and specs, the Contractor shall provide all design, material and labor to successfully execute the aforementioned elements. The Contractor shall coordinate with city officials to access Pump Station #10 equipment for data collection and system observations. The Contractor is responsible for the collection of all design and field documentation necessary to successfully execute the objectives of this project.
In the event system drawings and/or other project related information is not available, the Contractor is responsible for obtaining the information from other sources. The Contractor remains responsible for execution of the project objectives regardless of information availability.
Motor rehab and motor protection relay installation is considered to be “turn-key”. In other words, the Contractor shall be responsible for all material, labor and design required for successful project execution.
Since the condition and maintenance of the existing Pump Station #10 bridge crane is unknown, the Contractor shall be responsible for providing temporary lifting provisions to perform lifts needed during the project.
The contractor is responsible for temporary pumping needs as specified in Section 3.4 of this document.
The responsibilities listed in this section are intended for general information and are not comprehensive. Many sections in this document contain additional instructions and responsibilities.
3 Execution
3.1 Sequence of Work
The work shall be prosecuted in such order of precedence as best suits the Contractor’s construction schedule. The Contractor shall perform the work in a diligent, effective manner, and shall schedule his operations in such a manner that the work is completed in accordance with the general schedule provided in Section 3.2. In general, the Contractor will be permitted to work on two motors at one time. However, the pump station may only be taken out of operation for project work during periods specifically approved by the Sponsor or Contracting Officer. Not more than two motors/pump assemblies may be taken out of operation at a time at the pump station. No additional pumps at the pump station will be allowed to be removed until the previously removed motors/pumps have been replaced, tested and accepted. The Contractor shall provide temporary pumping in accordance with Section 3.4.
The Contractor shall submit for approval a detailed step-by-step work plan for rehabilitation of the motors prior to beginning any work (see the submittals section of these specifications). This work plan shall clearly detail how the pump station will remain operable during the motor repairs.
General Sequence of Work:
1) Provide pre-work submittals as specified in Section 6. Submittal acceptance is required prior to beginning repair activities and/or relay installation.
2) Coordinate repairs with the Sponsor and Levee Safety Coordinator to ensure that the river elevation is not predicted to be elevated while working at the pump station.
3) Remove motors (2) using Contractor supplied lifting devices. The Contractor should make arrangements to lift the motors with their own equipment rather than planning to use the crane in the pump station.
4) Load motors on truck and ship to repair shop.
5) Take comprehensive motor and pump pictures during disassembly and after being affixed to truck.
Submit subject pictures to the Contracting Officer within two business days.
6) Disassemble motors and evaluate for needed repairs.
7) Coordinate and submit suggested repairs for approval. Provide an Evaluation Report for each motor (as specified in Section 6) to the Contract Officer for approval.
8) Once approved, perform approved repairs. Concurrently, install motor protective equipment into pump station switchgear. (See note 1)
9) Once motor repairs are complete, perform factory tests as called for in Section 4.8 Testing in the presence of the Contracting Officer’s representative.
10) Deliver motors to pump station and reinstall pumps, motors and appurtenances.
11) Test pumps to verify proper operation as called for Section 4.11 Field Testing.
Note 1: Only (2) motors can be “out of service” at any given point. To avoid potential outages to the switchgear, only the corresponding switchgear output sections can be “under construction” for relay installation. The remaining sections shall remain fully operational while their corresponding motors are in service.
3.2 General Work Schedule
This schedule is intended to provide the Contractor with general task deadlines and an absolute project completion deadline. The Contractor shall be responsible for providing a complete project schedule.
The following schedule shall begin immediately after Notice to Proceed (NTP):
Maximum Task Duration
After Notice to Proceed (NTP)
2-3 weeks Provide all pre-work submittals 1 week Uninstall motors #1 & #2 and deliver to Contractor's shop
Complete motor evaluation and submit Evaluation Report for motors #1 & #2 to Contracting Officer
2-3 weeks (Add 2 week or winding installation)
After approval to perform repairs, complete all motor repairs and testing as specified. Perform all protective relay installation and testing for output #1 & #2 as specified.
1 week Re-install motors and complete field testing of motors and pumps.
Provide all post-work submittals
1 week Uninstall motors #3 & #4 and deliver to Contractor's shop 1 week Complete motor evaluation and submit Evaluation Report for motors #3 & #4 to Contracting
Officer 2-3 weeks (Add 2 week or winding installation)
After approval to perform repairs, complete all motor repairs and testing as specified. Perform all protective relay installation and testing for output #3 & #4 as specified.
1 week Re-install motors and complete field testing of motors and pumps.
Provide all post-work submittals
1 week Uninstall motors #5 & #6 and deliver to Contractor's shop 1 week Complete motor evaluation and submit Evaluation Report for motors #5 & #6 to Contracting
Officer 2-3 weeks (Add 2 week or winding installation)
After approval to perform repairs, complete all motor repairs and testing as specified. Perform all protective relay installation and testing for output #5 & #6 as specified.
1 week Re-install motors and complete field testing of motors and pumps.
Provide all post-work submittals
3.3 Coordination of Work
The Contractor shall coordinate work activities with the Village of New Boston operating staff and the Contracting Officer and affected utility companies. The Contracting Officer reserves the right to not allow work to be performed within the pump station on a particular day if such work may, in the opinion of the Contracting Officer, expose the Contractor’s employees to unsafe working conditions or if the pumping equipment is needed for rain events. The decision will be based on the type of work that is proposed to be performed, the location of the work within the pump station and the projected weather forecast during the activity. Specifically, work in the sumps (wet wells) will not be allowed when it is raining or when rain is forecast for that day or if stormwater is expected during the activity. The Contractor shall have all sumps ready to receive flow at the end of each work day, and all pumps not decommissioned for motor repair shall be ready for operation (generally four pumps/motors) and verified by the Sponsor. All switchgear sections with load motors not decommissioned shall be fully ready for service.
3.4 Temporary Pumping
The contractor shall provide temporary pumping in accordance with this section and as outlined in “Temporary Pumping Information” attachment to these specifications. Temporary pumping for each decommissioned pump in the event the river elevation is predicted to exceed 50 feet on the Portsmouth River Gauge:
https://water.weather.gov/ahps2/hydrograph.php?wfo=iln&gage=poro1
The flow rate for each existing pump is approximately 34,000 gpm at 31’ total dynamic head, therefore, pumping provided shall be approximately equal to the flow lost due to pumping capacity lost. For example if two existing pumps are out of service and the temporary pump capacity supplied is 8000 gpm, then approximately 8 temporary pumps are required. Below is a list of some historic crests for reference:
Portsmouth River Gauge – Historic Crests
(1) 74.23’ on 01/27/1937
(2) 67.90’ on 03/31/1913
(3) 66.26’ on 02/12/1884
(4) 64.90’ on 03/09/1945
(5) 64.10’ on 04/17/1948
(6) 61.20’ on 01/03/1943
(7) 60.80’ on 03/12/1964
(8) 60.80’ on 03/18/1907
(9) 60.60’ on 03/09/1955
(10) 59.80’ on 03/04/1997
(11) 59.70’ on 03/09/1963
(12) 59.10’ on 03/02/1962
(13) 55.90’ on 01/10/2005
(14) 55.80’ on 12/11/1978
(15) 55.42’ on 03/13/2011
(16) 55.30’ on 02/20/2018
(17) 54.28’ on 01/08/2004
(18) 53.70’ on 01/03/1991
(19) 53.36’ on 03/15/2015
(20) 52.70’ on 02/26/2018
(21) 52.68’ on 01/22/1996
(22) 52.20’ on 01/31/1994
(23) 52.14’ on 03/07/2015
(24) 52.00’ on 02/21/2000
(25) 51.87’ on 01/17/2005
(26) 51.48’ on 02/09/2004
(27) 50.73’ on 02/25/2003
(28) 50.71’ on 04/07/2018
(29) 50.38’ on 03/16/2010
(30) 49.94’ on 12/24/2018
(31) 48.28’ on 03/04/2011
(32) 44.36’ on 02/14/2018
3.5 Disposition of Equipment to be Removed
The Contractor shall remove from service, disassemble as required, and store pumps as directed by the Sponsor or Contracting Officer and provide appropriate protection from the weather if applicable.
4 Motor Repair Performance Specification
4.1 Objectives
Rehab (6) 250HP 4160V pump motors at New Boston’s Pump Station #10 to ensure reliable service. All motor repairs will be in accordance with EASA AR100-2015 recommended practices.
4.2 Motor Removal
The Contractor will be responsible for following all safety regulations as listed below:
‐ NFPA 70
‐ NFPA 70E
‐ USACE EM 385-1-1
‐ All applicable federal, state and local codes
All pump motors shall be isolated from their power source, then secured with a suitable lifting device or crane (temporary lifting provisions shall be provided by the Contractor) before being uncoupled from the pump shafts. Then the electrical connections shall be removed and mounting hardware removed before being lifted off of their position on the pumps. The Contractor is responsible for all hardware, tools, labor and miscellaneous materials required to accomplish this motor/pump disassembly
After successful motor removal, a comprehensive set of photos shall be taken and provided to the contracting officer in accordance with the submittals provided in Section 7.
Also, the Contractor shall perform megger testing to the motor’s feeder cable and include said megger data in the motor’s Evaluation Report.
Since the pump station cannot be completely idled, it shall be the Contractor’s responsibility to coordinate with municipal officials to repair the motors in sets of two. More than two motors cannot be removed from service at any point in time. Also, only switchgear sections with motors under repair shall be decommissioned for relay installation. All operating switchgear sections shall remain fully operational.
4.3 Motor Transportation
The Contractor will be responsible for the safe transportation of the pump motors to and from Contractors repair facility. Motors shall be properly secured to the vehicle at all times. All federal and local laws shall be followed in transporting the motors. Any permits that are required will be the responsibility of the Contractor. The Contractor is responsible for any damages incurred to the pump motors while in their possession.
4.4 Cleaning
The Contractor shall clean the external surfaces of the motor to avoid contaminating internal components during disassembly. Additional cleaning shall be performed as the motor is disassembled.
4.5 Evaluation
The Contractor shall inspect and test the apparatus when received to confirm its condition and obtain data for the Evaluation Report and any further failure investigation. The initial inspection shall be complete and approved before any work is conducted. Inspect all parts for defects during the initial inspection and disassembly. Document any evidence of distress, such as physical damage, overheating, tampering, inappropriate lubrication, electrical tracking or foreign object damage by taking photographs.
Bars and end rings shall be examined for evidence of defects or damage. The frame and bearing housings shall be inspected for defects. Inspect the rotating element core for proper fit on the shaft. Shafts shall be checked for wear, cracks, scoring and straightness. Bearings shall be inspected for failure modes such as spalling, contamination, fretting, fluting, and scoring. Examine the stator and rotating element laminations for hot spots, physical damage or missing components. Insulation should be examined for evidence of degradation or damage such as:
‐ Puffiness, cracking, separation or discoloration ‐ Contamination of coil and connective surfaces ‐ Abrasion or other mechanical stresses ‐ Evidence of partial discharge ‐ Loose wedges, fillers, ties, banding, or surge rings ‐ Fretting at supports, bracing or crossings
Each applicable inspection element listed above shall be inspected and noted in the Evaluation Report.
Each motor winding shall have the following tests performed to evaluate their condition:
‐ Megger Test ‐ Hi Pot Test ‐ Surge Test
The Contractor shall document these values and provide their recommendations in the Evaluation Report.
Each motor shall be photographed and any nameplate information recorded. All bearing fits shall be measured and recorded before repair work commences.
An evaluation report shall be generated and provided to the Contracting Officer prior to beginning any repair to communicate the findings of the evaluation. All findings, photographs and test data shall be included in the Evaluation Report. It shall be submitted to the Contract Officer in accordance with the general schedule provided in Section 3.2.
If additional repairs (outside of the original quotation’s scope are required), the Contractor shall supply a quotation in addition to the Evaluation Report. The quotation shall include all recommended repairs priced and categorized by “necessary” and “optional”. The contracting officer will review the Evaluation Report and provide written direction.
4.6 Repair
The following shall be considered minimum repair requirements (Basic Repair):
‐ Evaluation as described in this document ‐ Shafts shall be repaired to standards listed in section 2.1 of EASA AR100-2015 ‐ Bearings shall be replaced with new ‐ Bearing housing and shaft bearing fits shall be measured and restored per section 2.2 of
EASA AR100-2015
‐ Sleeve bearing fit shall be measured and set to OEM specifications ‐ Oil rings shall be inspected and restored to be true and freely rotating as necessary ‐ Seal clearings shall be set to OEM specifications ‐ Units will be lubricated in accordance with EASA AR100-2015 ‐ Perform dynamic balancing of the rotating element in accordance with EASA AR100-2015 ‐ New leads shall be installed ‐ Units shall be painted in accordance with EASA AR100-2015 ‐ Factory no load test at rated voltage and frequency (EASA Section 5.8) ‐ Factory vibration testing (EASA Section 5.8) ‐ Motor installation (EASA Section 5.10) ‐ Field testing (EASA Section 5.11)
4.7 Winding Replacement (OPTION)
Subject to availability of funds, if winding replacements is recommended and approved, the following paragraph shall be used to specify the activities.
All coils shall be manufactured in accordance with the latest published IEEE and NEMA standards. All materials must meet or exceed class “F” temperature ratings. The coils shall be shuttle wound, hydraulically press molded to assure conductor alignment and shall be varnish submerged and oven cured.
The insulation process shall be a VPI process utilizing a 100% solids resin. Prior to installation, a sample of coils must pass a DC ground test of twice normal operating voltage for one minute. Coils must also pass a standard hi-pot and surge test.
Completed motor repair shall be vibration tested in accordance with current EASA standards on a vibration isolated surface to ensure residual readings from the environment do not affect the results.
4.8 Testing
After repairs are complete, the Contractor shall perform the following tests:
‐ No load test at rated voltage and frequency ‐ Megger testing in accordance with current EASA standards ‐ Vibration testing in accordance with current EASA standards ‐ Speed-torque testing in accordance with IEEE Std.112 to verify torque characteristic against original build. (Subject to availability of Funds, Speed-torque testing shall be quoted in original quote as an option)
4.9 Factory Inspection
The Contractor shall provide provisions for representatives of USACE and/or New Boston to be present for testing and inspection. At least two weeks’ notice shall be provided to the contracting officer and appropriate city official.
4.10 Installation
The Contractor shall re-install all (6) pump motors in accordance with USACE’s Health and Safety Standard EM 385-1-1. The Contractor shall supply all labor, materials and equipment to accomplish re-installation.
Motors shall be positioned on the pump bases and aligned within the manufacturer’s specification to the pump shafts. They shall be re-coupled using the existing pump-motor couplings and secured to the base using the manufacturer’s recommended torque settings. The pump shall be properly adjusted per the manufacturer’s recommendations during the re-installation process to avoid damage and ensure reliable service. The Contractor shall ensure all pump and motor components are lubricated per manufacturer’s recommendations for type and quantity of grease.
Motors shall be re-connected to the electrical system by a licensed electricians. Prior to making terminations the electrical feeders shall be megger tested in accordance with applicable IEEE standards. All new motor connections shall be tested using thermal imaging to ensure proper connections.
The Contractor shall take a comprehensive set of pictures when installation is complete. Any special installation notes will be documented and compiled into a report. Both shall be submitted to the contracting officer at the close of the project.
4.11 Field Testing
After successful installation the contract shall perform the following tests:
‐ Vibration Testing in accordance with EASA AR100-2015 ‐ 1-hour Test Run (record amperage every 30 seconds) ‐ Measure speed and reconcile with motor’s listed speed
5. Protective Relay Performance Specification
5.1 Objectives
Incorporate (6) Motor Protection Relays and associated circuitry and equipment in the existing New Boston Pump Station #10 switchgear as per the plans and specifications in the attachment section of this document to provide advanced motor protection.
It shall be the Contractor’s responsibility to coordinate installation activities with municipal officials. Pump station service interruptions shall be approved in advance by the appropriate municipal official.
5.2 Field Testing
The Contractor shall perform primary current injection testing to confirm proper CT installation and trip function. The following tests shall be verified via primary current injection testing:
‐ Overcurrent (Instantaneous) ‐ Time-Overcurrent ‐ Thermal Protection ‐ Current Unbalance
The Contractor shall develop field test procedures to confirm the following elements (they may be tested in the factory):
‐ Undervoltage ‐ Overvoltage ‐ Start Inhibit Protection
6.Submittals
Submittals to be provided prior to uninstalling motors:
The submittals described below shall be provided to the contracting officer in accordance with the general schedule in Section 3.2.
1) Accident Prevention Plan
a. Refer to Appendix A USACE’s EM 385-1-1 standard for further instructions.
2) Work Plan
a. Specify a project schedule in accordance with Section 4.2.
b. Specify a motor transportation plan to and from site.
c. Provide a narrative with specific steps to describe motor and pump removal.
d. Provide a plan to protect equipment during project cycle in accordance with Section 4.5.
e. Provide a plan for Contractor-supplied lifting provisions for motor and pump removal and installation.
f. Provide a narrative with specific steps to describe motor and pump installation.
g. Provide a narrative with specific steps to describe motor and pump field testing provided.
h. Provide a narrative with specific steps to describe motor protection relay circuitry installation and testing.
i. Detail repair and temporary pumping activities and how they will provide nominal station pumping capacity.
3) Repair Plan
a. Provide a procedure along with a narrative detailing the preliminary inspection, testing and cleaning included in the basic repair.
b. Provide a procedure along with a narrative detailing the repair elements and steps included in the basic repair. In other words, what tasks or repair features are included in the basic repair and how will they be performed.
c. Provide a procedure along with a narrative describing the testing included with the basic repair.
d. Provide a procedure along with a narrative describing the painting and packaging features included in the basic repair.
4) Temporary Pumping Plan
a. Provide a written plan that details the contractor’s plan to execute the requirements of Section
3.4.
Motor Evaluation Report Submittals to be provided with initial evaluations:
The Motor Evaluation Report shall be provided to the contracting officer in accordance with the general schedule in Section 3.2.
1) Motor Evaluation Report
a. Provide a report (per motor) that details the preliminary inspection observations and preliminary test data.
b. The report shall include the Contractor’s recommendations for motor repair.
c. Any repair items outside of the basic repair’s scope, shall be quoted individually.
d. Include all pictures taken during motor and pump removal.
e. Include all pictures taken during inspection and testing.
2) Motor Protection Relay Design Submittal
a. Provide detailed mechanical design layout drawings. Provide illustrations and dimensioned drawings showing the following components:
i. PT location
ii. CT locations
iii. Relay locations
iv. Adapter plate
v. Include all miscellaneous fusing and equipment
vi. Include all existing equipment
b. Provide detailed schematic design drawings
c. Provide detailed wiring diagrams
3) Motor Testing Report
a. Provide a comprehensive procedure and data to be collected during factory motor testing.
b. Provide a comprehensive procedure and data to be collected during field motor testing.
4) Motor Protection Relay Testing Report
a. Provide a comprehensive procedure and data to be collected during factory motor protection relay testing.
b. Provide a comprehensive procedure and data to be collected during field motor protection relay testing.
Post-Installation Submittals:
1) Motor Factory Test Report
a. Prepare a comprehensive report including all observation and data obtained during factory testing.
b. Submit to the Contracting Officer in accordance with the general schedule provided in Section
3.2.
2) Motor Field Test Report
a. Prepare a comprehensive report including all observation and data obtained during field testing.
b. Submit to the Contracting Officer in accordance with the general schedule provided in Section
3) Motor Protection Relay Test Report
a. Prepare a comprehensive report including all observation and data obtained during motor protection relay factory testing.
b. Prepare a comprehensive report including all observation and data obtained during motor protection relay field testing.
c. Submit to the Contracting Officer in accordance with the general schedule provided in Section
SECURITY REQUIREMENTS
All Contractors and subcontractor employee(s) working on this contract who require access in and/or around any Huntington District facilities shall receive authorization to be on site at these facilities 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 the 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 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 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. which will delay the contractor / subcontractor from beginning work.
Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, regulation or policy changes, etc. The Government shall add any changes to security requirements by modification to the contract.
The Contractor shall contact the Huntington District Security Management Office by phone, letter, or email at the following numbers/addresses:
CELRH-SM
Huntington, WV 25701
Stephen R. Curry, phone (304) 399-5695; email stephen.r.curry@usace.army.mil Matthew D. Green, phone (304) 399-5294; email matthew.d.green@usace.army.mil Sandra L. Hardwick, phone (304) 399-5612; email sandra.l.hardwick@usace.army.mil
Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to met installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.
Pre-screen candidates using E-Verify Program. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award." *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.
PRICE BREAKOUT SCHEDULE
CLIN DESCRIPTION QTY U/M U/P TOTAL
0001 Contractor shall furnish all necessary management, personnel, materials, supplies, equipment, except as otherwise noted in the Performance Work Statement, required to perform the basic Repair of (6) 250 HP 4160V Motors (Section 4.6) and submittals…
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