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This Sources Sought opportunity from Department Of Defense was posted on February 11, 2016. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

HERMITS LAKE WASTE WATER TREATMENT PLANT

Closed
W912P6-16-S-0004Federal

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

Active Opportunities Like This One

NAICS: 221310
New
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RFP # 2026-004 - Operations, Maintenance, & Management of Water Distribution & Sewage Colletions
Solicitation # 2026-004
The City of Jasper, Georgia, is soliciting proposals under RFP 2026-004 to establish a public-private partnership for the operation, maintenance, and management of its water distribution and sewage collection systems. The primary objectives of this agreement are to ensure regulatory compliance, improve asset maintenance, and implement cost-effective operational solutions. The anticipated contract term is five years with a five-year option period, with services expected to commence on January 1, 2027. Qualified respondents must possess at least ten years of experience in full-service public-private partnership agreements for water and sewer utilities and currently operate at least five such systems within the United States. Preference will be given to firms with experience under the Georgia Environmental Protection Division's jurisdiction. Additionally, respondents must demonstrate the ability to provide liability and property damage insurance with combined single limits of at least 5,000,000 dollars. Key deliverables include a transition plan, a draft management agreement, and an annually updated risk management plan for facilities. Proposals must be submitted by 2:00 PM EST on November 24, 2026, to City Clerk Lorrie Waters. Submissions must include one original signed proposal and nine duplicates, along with an electronic copy on a flash drive or CD. The package must be clearly marked with the specific statement of proposals required by the city. The City will evaluate respondents based on a points system and reserves the right to conduct on-site inspections of current facilities. Notably, respondents are explicitly instructed not to submit any fees with their initial proposal.
City of Jasper

POSTED

1 day ago

DEADLINE

in about 1 month
NAICS: 221310
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Chlorination Systems and Maintenance - FWA
Solicitation # W912D027QA001
Solicitation W912D027QA001 is a total small business set-aside for a firm-fixed-price service contract to provide chlorination system maintenance and potable water tank inspections at Fort Wainwright, Alaska. The contractor is responsible for performing monthly maintenance on chlorination monitoring and injection systems and conducting quarterly inspections of water storage tanks in Buildings 1169, 1185, 2400, and 5108. Key requirements include adhering to TB MD 576 4-2 for tank cleaning, submitting electronic summary reports by the fifth business day of every third month, and responding to emergency call-outs to restore system functionality within two business days. The contract structure consists of a base period from November 16, 2026, to November 15, 2027, with four subsequent one-year options and a possible six-month extension, for a total maximum duration of 60 months. Award will be made to the responsible offeror whose proposal is most advantageous to the government based on technical merit, past performance, and price. Technical evaluations focus on certifications and equipment lists, while past performance is verified through systems like CPARS and PPIRS. All invoices must be processed through Wide Area Workflow. Contractors must comply with strict safety protocols, including coordination with the Installation Safety Office for confined space entry and lockout/tag-out procedures, and must adhere to the Service Contract Act wage determinations for the Fairbanks North Star area. Proposals must be submitted via email to the designated contracting officers by October 22, 2026.
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POSTED

2 days ago

DEADLINE

in 1 day
NAICS: 221310
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Ion Exchange Resin Procurement, Installation, And Disposal For Pfas Treatment Systems
Solicitation # IFQ-26-001
The Orange County Water District (OCWD) is soliciting quotations under IFQ-26-001 for the procurement, installation, and disposal of virgin Ion Exchange (IX) resin media, specifically DuPont Amberlite PSR2+, to remove PFOA and PFOS from groundwater wells in north and central Orange County. The scope of work includes supplying the resin, installing it at new sites, replacing resin at existing sites, and managing the disposal of spent resin. The selected contractor must provide a written guarantee that effluent will not exceed 2 ng/L of PFOA or PFOS within the first 100 calendar days of use and must ensure all discharges comply with local City NPDES permits. The contract will be awarded to the lowest responsive and responsible bidder. Responsiveness is determined by the inclusion of a title page, a signed cover letter, and required compliance statements, while responsibility is evaluated based on the firm's experience, dependability, and safety record, including their Experience Modification Rate and Cal/OSHA history. Bidders must be registered with the Department of Industrial Relations, comply with prevailing wage laws, and meet specific insurance requirements, including naming OCWD as an additional insured. Pricing is structured in brackets based on annual volume for the first two years, with an optional third-year extension. Deliverables include the submission of a Quality Control Plan upon award and adherence to the OCWD Contractor Safety Program. Quotes must be submitted in sealed envelopes to the OCWD administration office in Fountain Valley, California, by November 3, 2026, at 10:00 AM PT.
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POSTED

6 days ago

DEADLINE

in 13 days
NAICS: 221310
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Well and Pump Maintenance Services
Solicitation # FIN2026-093Q
The City of Barrie has issued Request for Quotations FIN2026-093Q for as-required well and pump maintenance services throughout the city. The scope of work includes professional engineering and geosciences services for the diagnostic testing, maintenance, and rehabilitation of production, non-production, observation, and test wells, as well as well pumps, electric motors, and booster pumps. Key deliverables include performance testing, video inspections of wells, and digital reports signed by a Professional Engineer licensed in Ontario. All work must comply with AWWA Standard C-654, MECP O. Reg. 903, and the Ontario Ministry of the Environment’s Drinking Water Quality Management Standard, with all chemicals and materials meeting NSF 60, 61, 372, or 14 certifications. The contract is effective January 1, 2027, and services are provided on an as-needed basis. Award selection follows a three-stage evaluation process consisting of a pass/fail compliance review, a mandatory technical requirements assessment, and a final scoring of non-price rated criteria and pricing, with pricing weighted at 40 points of the total score. Submissions must be made electronically via the Bidding System by November 9, 2026, at 2:00 PM local time. Suppliers are required to provide a valid WSIA clearance certificate and maintain necessary insurance. Invoices must be itemized and submitted within 30 calendar days of work completion.
City of Barrie

POSTED

6 days ago

DEADLINE

in 20 days

General Info

NAICS

221310 - Water Supply and Irrigation Systems

Place of Performance

CROWN POINT, IN, 46142, USA

Set-Aside

NONE

Documents

1

Sources_Sought_Hermits_Lake_WWTP_Requirements.pdf

PDF

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Timeline

1 update
PhaseClosed
Posted

Sources Sought

Notice updated

Notice details unchanged. Attachments may have changed.

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → W072 Endist Chicago
Contacts1 person available
OfficeCHICAGO, IL, 60604-1437, USA
Office AddressCHICAGO, IL, 60604-1437, USA

Full Description

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By way of this Market Survey/Sources Sought Notice, the USACE-Chicago District intends to determine the extent of capable firms that are engaged in providing the supplies described hereunder for the Hermit Lake Waste Water Treatment Plant. The responses to this Notice will be used for planning purposes for an upcoming procurement. Therefore, this Notice does not constitute a Request for Proposal (RFP); it does not guarantee the future issue of a RFP; nor does it commit the government to contract for any supply or service whatsoever. Further, this Agency will not accept unsolicited offers. Respondents are advised that this Agency will not pay for any information or administrative cost incurred in response to this Notice; all costs associated with responding to this Notice will be solely at the responding party's expense. At this time, proprietary information is not being requested, and respondents shall refrain from providing proprietary information in response to this Notice. Responses to this Notice will not be returned. Please be advised that all submissions become Government property and will not be returned. Not responding to this Notice does not preclude participation in any future RFP, if any is issued. In accordance with FAR 15.201(e), responses to this notice are not offers and cannot be accepted by the U.S Government to form a binding contract. It is the responsibility of the interested parties to monitor this site for additional information pertaining to this Notice. GOVERNMENT REQUIREMENTS Description of Work 1. Contractor shall deliver the following items to the specified project location within 30 days of contract award: o 2000 SY of HDPE line as described in paragraphs 2 through 5. o Two (S) floating aerators described in paragraphs 5 and 6. o One (1) pump with motor and guide bracket as described in paragraphs 7 through 9. o Two (2) transformers described in paragraphs 10 through 15. All items shall be delivered to 12450 White Oak Drive, Crown Point, Lake County, IN. Delivery will be coordinated with COR for inspection of items. HDPE Liner 2. SUBMITTALS: o Liner Product data o Liner Material Certificates o Factory Seaming Certificates 3. DELIVERY AND STORAGE: Deliver liner to site in largest sizes possible to minimize field seaming. Protect from sunlight and other ultraviolet light sources during storage. Keep materials clean and dry 4. LINER PRODUCTS: Unsupported Plastic, ASTM D3020, 60mm thick. Property Test Method Minimum Requirement Thickness Total Overall 60 mms ASTM D5199 540 mi Tensile Properties (each direction) Breaking Strength (lbs) ASTM D638 255 ppi Elongation ASTM D5617 50 percent Tear Propagation (pounds) ASTM D5617 35 lbf Puncture Resistance ASTM D4833 90 lbf Coefficient of Thermal Expansion ASTM D696 and D1004 2.2 m/m/oc Ozone Resistance ASTM D1149, 1/8 inch bent loop, 100pphm, 104 degrees F, 7 days No Cracks at 7 times magnification Low Temperature Impact ATM D1790 -94 degrees F 5. PENETRATION ASSEMBLIES: Provide manufacturer's standard factory fabricated penetration assemblies. Make penetration assemblies of the same base material as liner. Floating (240V) Pond Aerators 6. 3400HAF INFORMATION a. The motor shall be - HP, 1750 RPM motor operating at 240 Volts, Single Phase, 60 Hz and drawing 3.4 running amps. b. The surface aerator shall create a "crown" of splashing water at the surface. c. The unit shall be able to operate in as little as 17.5" of water. d. The unit shall include motor, float with mooring ropes, and underwater rated power cable. e. The SJTOW underwater rated power cable shall be 200 feet 12 gauge, 3 conductor cable. (See chart below) Length Gauge (AWG) 50 Feet 14 AWG 100 Feet 14 AWG 150 Feet 12 AWG 200 Feet 12 AWG 250 Feet 12 AWG 7. OPERATIONAL EQUIPMENT INFORMATION a. The unit shall be available with an optional coated stainless steel protective screen with less than 1" gaps for clog resistance and unit protection. b. The unit shall be available with an optional C-85 240V electrical control panel for timed operation and Class A Human Rated GFCI protection. Spare Submersible Chopper Pump 8. SUBMITTALS: o Submit Manufacturer's Catalog Data and Equipment Data for pumps 9. PUMP CAPACITY: 230 Gallons per minute (GMP) at 91' TDH. APPLICATION: Lift Station. INDUSTRY: Municipal. 10. PUMP AND MOTOR ASSEMBLY: Furnish one submersible chopper pump which shall be capable of continuous operation while pumping unscreened sewage wastewater in accordance with the operating condition and details defined at the end of this specification. Materials shall be chopped/macerated and conditioned by the pump as an integral part of the pumping action. The pump must have demonstrated the ability to chop through and pump high concentrations of solids such as plastics, heavy rags, grease and hair balls, wood, paper products and stringy materials without plugging, both in tests and field applications. Pumping Equipment Operating Conditions, Size and Mechanical Seal Details: Design Flow (GPM): 230 Design TDH (FT): 91 Horsepower: 20 Max Speed (RPM): 1740 Hydraulic Efficiency (percent): 50 Voltage: 460 Discharge Size (IN): 3 inch Solids Passage Size (IN): 3 inch Upper Mechanical Seal: Carbon versus ceramic Lower Mechanical Seal: Tungsten or Silicon versus stainless Pump Manufacturer and Model, or equals: Brand Name: Vaughn Chopper Model: S3P Motor construction to be UL listed explosion proof for Class 1, Group D, Division 1 hazardous locations. The pump motor shall be sized to be non-overloading over the entire pump impeller trim curve. It shall have a 1.15 service factor and Class F insulation. Motor shall be equipped with tandem independently mounted mechanical seals in oil bath and with dual moisture sensing probes. The inner and outer seals shall be separated by an oil-filled chamber. The oil chamber shall act as a barrier to trap moisture and provide sufficient time for a planned shutdown. The oil shall also provide lubrication to the internal seal. The inner seal shall be a standard UL listed John Crane Type 21 or equal, with carbon rotating faces and ceramic stationary faces. The outer seal construction shall be designed for easy replacement. Outer mechanical seal shall be 316 stainless steel metal bellows type with silicon carbide or tungsten carbide faces. Seal shall be positively driven by set screws. Elastomers shall be of Viton. Motor shall include two normally closed automatic resetting thermostats connected in series and imbedded in adjoining phases. Motor frame shall be cast iron, and all hardware and shaft shall be stainless steel. Motor shall be supplied with stainless steel nameplate and shall be attached to the pump and drive motor giving the manufacturer's model and serial number, rated capacity, head, speed and all pertinent data. Entire pump and motor assembly shall be solvent washed and coasted with a minimum of 3 MDFT epoxy. 11. GUIDE SYSTEM: Provide a cast ductile iron pump guide bracket for the pump. Transformers 12. SPECIFICATION: Specification covers Dry-type distribution transformers with primary and secondary voltages of 600V and less and capacity ratings through 2000kVA. 13. REFERENCES: o NFPA 70 - National Electrical Code o NEMA ST20, NEMA 3R o Underwriters Laboratory (UL) and Canadian Standard Association ? UL 1561 - Dry-Type General Purpose and Power Transformers ? CSA C22.2 No.47-M90 Air-Cooled Transformer (Dry Type) o UL 250 Enclosure for Electrical Equipment o 2005 Energy Act PUBLIC LAW 109-58-AUG. 8, 2005 (Comply with all Rules from Department of Energy) ? 10 CFR 429 ? 10 CFR 431 o Natural Resources of Canada 14. SUBMITTALS A. Suppliers asking consideration as an approved equal shall submit complete, warranted performance data and physical dimensions for similar transformers. Data shall be submitted for each size specified shall include the following o Copy of ISO 9001:2000 Certification of manufacturing operation. o Copy of ISO 14001:2004 Certification of manufacturing operation. o Confirmation that transformer(s) are UL 1561 Listed with a K-9 Rating. o Construction Details including enclosure dimensions, kVA rating, primary & secondary nominal voltages, voltage tap, unit weight. ? Wire Access Points - showing Wire Bending Dimensions ? Location for Ground Lug Provisions - NEC ******** o Basic Performance characteristics including insulation class, temperature rise, core and coil materials, impedances & audible noise level, unit weight, inrush data RMS. o Efficiency Data o No load and full load losses will be calculated per NEMA ST20 test methods. o Efficiency Curves ? Linear Loads ? Data per the non-linear load test program. 15. STANDARDS A. Transformers 1000kVA and smaller shall be listed by Underwriters Laboratories and conform to the requirements of ANSI/NFPA 70. B. Transformers are to be manufactured and tested in accordance with NEMA ST20. C. Efficiency - Per DOE 10 CFR 431.192 April 2013 D. CSA 802.2-00 Minimum Efficiency Values for Dry Type Transformers E. Seismic Standards o International Building Code (IBC), 2006 ICC Edition o Tri-axial shake table test results conducted in accordance with the AC156 test protocol3 (Acceptance Criteria for Seismic Qualification Testing of Non-structural Components) F. International Standards Organization (ISO) o ISO 9001:2000 - Quality Management System o ISO 14001:2004 - Environmental Management System 16. MANUFACTURERS A. Transformers shall be manufactured by Square D Company or Equal. B. Approved manufacturers shall be registered firms in accordance with ISO 9001:1994 SIC 3612 (US); which is the design and manufacture of low voltage dry type power; distribution and specialty transformers. 17. RATINGS INFORMATION A. All insulating materials are to exceed standards and be rated for 220oC UL component recognized insulation system. B. Transformers 15kVA and larger shall be 150 degrees Celsius temperature rise above 40 degrees Celsius ambient. C. The maximum temperature of the top of the enclosure shall not exceed 50oC rise above a 40oC ambient. D. The transformer(s) shall be rated as indicated in the following schedule: Identification Number(s) Transformer #1 Transformer #2 kVA Rating 30 kVA 25 kVA Voltages 480-120/208 volts 480-120/240 volts Phase 3 Phase Single phase Frequency 60 HZ 60 HZ Enclosure NEMA 3R NEMA 3R Use Location Outdoor Outdoor PROJECT MAGNITUDE: The cost magnitude of this project will be from $25,000 to $100,000. SCOPE OF CAPABILITIES: The USACE-Chicago District is searching for contractors that are capable of meeting all of the above requirements. REQUESTED INFORMATION: Since this notice is being used to assess the extent of Firms capable of fulfilling the government's requirements, this Agency requests that interested contractors complete the following questions to assist the government in its efforts. 1. Is your company currently registered with the System for Award Management (SAM) formerly known as the Central Contractor's Registration (CCR) Database? If not, has it been registered or does it plan to register? 2. In consideration of NAICS code 221310, with a small business size standard in dollars of $27.5 Million, which of the following small business categories is your business classified under, if any? Small Business, Veteran Owned Small Business, Service Disabled Veteran Owned Small Business, Small Disadvantaged Business, Woman-Owned Small Business, HUB Zone Small Business, or 8(a) Business. 3. Is your company currently prohibited from doing business with the Federal Government? Yes / No (If yes, explain.) 4. Is the potential offeror a small-business interested in performing as a subcontractor? SUBMISSION OF RESPONSES: Respondents interested in providing a response to this Notice shall provide their submittals to Pamela J. Brown NLT 3:00 p.m. (CDT) on 22 February 2016, via email to: pamela.j.brown@usace.army.mil (ensure that the number & title of the Sources Sought Notice of "W912P6-16-S-0004, Hermits Lake Waste Water Treatment Plant," is included in the subject line of the email). Any electronic files (EMAIL) CANNOT EXCEED this Agency's size limit of 20MB (includes email and its attachment); files exceeding this size will be denied access to Ms. Brown's email inbox.

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NAICS: 236220
Federal
PRESOLICITATION NOTICE FOR GATE HOIST MACHINERY PAINTING AND HOIST HOUSE REHABILITATION FOR FOX RIVER DAMS, WISCONSIN
Solicitation # W912P626BA026
The U.S. Army Corps of Engineers Chicago District is preparing to solicit a contract for the repainting of gate hoisting machinery and the rehabilitation of hoist houses across nine dams on the Fox River in Wisconsin, including Kaukauna, Little Chute, Cedars, Appleton Lower, Menasha, Appleton Upper, DePere, Little Kaukauna, and Rapid Croche Dams. The scope of work includes surface preparation and painting of all gate hoisting equipment as well as comprehensive structural upgrades to each hoist house such as replacing shingle roofing with metallic sheet roofing, installing heavy duty commercial doors with modified framing, swapping exterior vinyl siding for galvalume, renewing soffit and fascia, and adding insulation to ceiling and wall cavities. All work must comply with USACE EM 385-1-1 safety and construction standards, and the contract will be executed under a single-year performance period beginning after award. This acquisition is strictly reserved for small business concerns as defined by the North American Industry Classification System code 236220, with a size standard of $45 million in annual receipts. Interested vendors must be actively registered in the System for Award Management (SAM) at the time of proposal submission and must also register in the DoD’s Procurement Integrated Enterprise Environment (PIEE) system to access the official solicitation, which will be released in the fourth quarter of fiscal year 2026. Proposals submitted via telephone, fax, or email will not be accepted. All correspondence must reference the solicitation number W912P626BA026, and inquiries should be directed to the primary point of contact, Ericka Hillard. Contractors are encouraged to review the USACE Contract Changes Playbook for guidance on equitable adjustments and change order processes under the contract.
Commercial and Institutional Building Construction

POSTED

3 months ago

DEADLINE

N/A
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