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This Solicitation opportunity was posted on August 14, 2017. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Gym Water Seepage

Closed
FA5575-17-B-0004Federal

Contract Overview

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

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NAICS: 236220
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The Construction of the Recharge Master Plan Update Basin Improvements Project Montclair Basin Improvements is a solicitation issued by RT Contractor Corp for the Inland Empire Utilities Agency. This project, located in California with a specific performance area in Riverside or Los Angeles, focuses on basin improvements under NAICS code 236220. The solicitation was posted on October 19, 2026, with a response deadline of November 4, 2026. This opportunity is specifically set aside for Disadvantaged Business Enterprises (DBE) as defined by the Department of Transportation. To secure project financing, the Inland Empire Utilities Agency requires strict adherence to expanded DBE Good Faith Effort (GFE) guidelines. Bidders must provide proof of utilizing SBA and MBDA services and demonstrate that solicitations were posted in an online publication for 30 consecutive days and in a newspaper for at least one day prior to the bid opening. Failure to include this documentation within the bid package will result in the proposal being deemed non-responsive. While outreach documentation may be submitted up to three business days after the closing date, all other mandatory GFE requirements must be met by the opening date to ensure compliance.
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POSTED

about 4 hours ago

DEADLINE

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P084 NEXT GENERATION TORPEDO INTEGRATION LAB & P1016 Consolidated RDT&E Systems Facility – Newport, RI
Solicitation # p084-next-generation-torpedo-integration-lab-p1016-consolidated-rdte-systems-facility-newport-ri
J&J Contractors, Inc. is soliciting bids for the construction of the Next Generation Torpedo Integration Lab and the P1016 Consolidated RDT&E Systems Facility in Newport, Rhode Island. The project involves the development of a 12,920 square foot multi-story steel frame laboratory and office facility, as well as an optional 17,978 square foot laboratory facility. Construction features include shallow foundations, metal standing seam roofs, and exterior walls composed of masonry and metal panels. The scope of work encompasses comprehensive site preparations, including landscaping, parking, exterior lighting, and the installation of underground stormwater retention and utility systems. Additionally, the project requires the demolition of Building 1272T, a 548 square meter engineering facility. Pricing is requested across a wide array of trades, including demolition, abatement, concrete, masonry, structural and miscellaneous metals, millwork, roofing, drywall, flooring, painting, elevator installation, fire protection, plumbing, mechanical, electrical, sitework, and crane services. This is a small business set-aside solicitation subject to Davis Bacon Wage Rates and is exempt from sales tax. Interested parties must contact the primary point of contact to receive bid invitations and documents via Building Connected. The response deadline for this solicitation is November 30, 2026.
J&J CONTRACTORS, INC.

POSTED

about 4 hours ago

DEADLINE

in about 1 month
NAICS: 236220
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CITY OF GREENFIELD WASTEWATER TREATMENT PLANT UPGRADE PROJECT
Solicitation # city-greenfield-wastewater-treatment-plant-upgrade-project
The City of Greenfield Wastewater Treatment Plant Upgrade Project involves the construction of a new 2.0 million gallons per day facility located on the northeast end of Walnut Avenue in Greenfield, California. The project scope is divided into four distinct phases: site preparation involving soil stabilization and utility relocation; construction of the plant including a packaged Membrane Bioreactor treatment plant, headworks, UV disinfection, and SCADA systems; decommissioning and demolition of existing facilities; and the completion of finish facilities including the Walnut Avenue extension. The total duration for the project is 915 calendar days, with a critical requirement to maintain existing plant services and regulatory compliance throughout the first two phases. Managed by C. Overaa & Co., the solicitation is open to various small and disadvantaged business enterprises, including DBE, SDVOSB, and WOSB. A significant local hiring goal requires that 50 percent of the total construction workforce be residents of Monterey, San Benito, or Santa Cruz counties. Subcontractors must utilize the Textura electronic system for invoicing and payments and are required to accept the standard Overaa agreement without modification. Key milestones include a mandatory pre-bid meeting on October 5, 2026, with bid submission deadlines listed as either October 28 or November 10, 2026.
C. Overaa & Co.

POSTED

about 4 hours ago

DEADLINE

in 21 days
NAICS: 236220
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P1102 Weapons Magazine and Ordnance Operations Facility, Naval Submarine Base New London, Groton, Connecticut
Solicitation # p1102-weapons-magazine-ordnance-operations-facility-naval-submarine-base-new-london-groton
This solicitation issued by J & J Contractors, Inc. seeks pricing for the P1102 Weapons Magazine and Ordnance Operations Facility project at the Naval Submarine Base New London in Groton, Connecticut. The project has a duration of 1828 calendar days and involves the construction of six Containerized Long Weapons Storage units, two Box G magazines, and one Box H earth-covered high-explosive magazine. The scope includes comprehensive site work such as clearing, rock excavation, grading, and wetland mitigation, as well as the construction of an Ordnance Operations building, a Truck Inspection area, and a Sentry building. Demolition of 18 existing magazines and buildings 524 and 393 is also required. Technical requirements encompass a wide range of trades including demolition, abatement, concrete, structural steel, roofing, electrical, plumbing, and mechanical systems. Specialized construction features include rigid inclusions, load transfer mats, grounding and lightning protection, and intrusion detection systems. The project also involves installing primary and secondary electrical distribution, telecommunications infrastructure, access roads, and landscaping. This opportunity is set aside for various small business categories, and interested parties must contact the primary point of contact by the October 31, 2026, deadline to receive bid documents.
J & J Contractors, Inc

POSTED

about 4 hours ago

DEADLINE

in 11 days

General Info

Agency

N/A

Contract Value

$512,340.21

NAICS

236220 - Commercial and Institutional Building Construction

Place of Performance

Moron AB, ESP

Set-Aside

NONE

Award Issued Date

Documents

0

No documents available

Documents will appear here when they are available.

AI Contract Breakdown

Uniform Contract Format

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Timeline

3 updates
PhaseClosed
Posted

Presolicitation

Notice updated

Response deadline changed from Jul 14, 2017 to Aug 11, 2017. The notice description changed.

Notice updated

Response deadline changed from Aug 11, 2017 to Aug 17, 2017. The notice description changed.

Notice updated

The notice description changed.

Type Changed

Presolicitation → Solicitation

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyN/A
Contacts2 people available
OfficeN/A
Organization / Agency
N/A
Office AddressN/A
Contacts
Elia M. Portz
Joseph J Carter

Full Description

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The United States Air Force intends to issue solicitation FA5575-17-B-0004 to solicit proposals for a Firm-Fixed Price contract to correct the gym water seepage at Mor'n AB, Spain. The magnitude of construction for this project is estimated to be between $500,000 and $1,000,000 U.S. Dollars. The period of performance for this project is estimated at 203 calendar days. A solicitation package will be available on the Federal Business Opportunities website at www.fbo.gov on or after 15 June 2017. In accordance with the Agreement of Defense and Cooperation between the Kingdom of Spain and the United States of America, any contract resulting from this notice/solicitation can only be entered into with companies authorized to carry out these activities in Spain under Spanish law. Companies must meet the requirements established by Spanish legislation for execution of Government works. In addition, in accordance with the Agreement of Defense Cooperation between the U.S.A. and the Kingdom of Spain, Annex 6, Article 1 (5) " Spanish material, labor, and equipment shall be used whenever feasible and consistent with the requirements". NOTE: THIS SOLICITATION IS INTENDED ONLY FOR LOCAL SOURCES IN ACCORDANCE WITH FEDERAL ACQUISITION REGULATION 5.202(a)(12). LOCAL SOURCES ARE THOSE SOURCES NORMALLY RESIDENT, LICENSED AND REGISTERED TO CONDUCT CONSTRUCTION BUSINESS IN SPAIN. OFFERS FROM NON-LOCAL SOURCES WILL NOT BE CONSIDERED UNDER THIS SOLICITATION. 1.1 Architectural Work: 1.1.1 Demolition and Disassembly Work: a. Disassemble and move the gym machines to the determinated location. b. Install protection on the floor of the gym made of one continuous polyethylene layer + MDF panels of 40mm of thickness. moreover, protect the elements located in not affected walls (east and west) and located under the ceiling, in order to conserve their conditions and not to be damaged. Keep them during the construction. c. Remove elements located in affected walls (north and south), with care of not to be damaged to be reused. d. Demolish, when it corresponds, the indicated fixtures with care, avoiding any damage to building elements. e. Carry out the work corresponding to building foundation. f. Build new walls and installations g. Carry out the works corresponding to the exterior and building finishes. h. Install new elements and elements were removed to be reused. i. Remove protections installed during the construction. gym floor protection, elements located in not affected walls (east and west) and located under the ceiling. j. Clean the gym and accommodate the equipment in the initial location k. Final cleaning of the total intervention area. 1.1.2 Foundation Work: a. Provide material and construct foundation for new North and South walls. 1.1.3 Steel Work: a. Clean surfaces of steel columns and all structural elements existing into North and South walls. Also shall be cleaned the bolted joints between steel columns and trusses. b. Preparation works of metal surfaces. D Sa2 level of preparation by abrasive blasting before the passivation. c. Once the sandblasting treatment has been applied to the steel elements, a loss of section test will be developed to determinate if the condition of the steel elements is acceptable. If it is required, the damage elements shall be replaced or reinforced. d. Provide and install steel secondary structure to support the isolated metal panels and new windows. e. Provide and apply primer and final enamel coating to the structure elements (structural elements affected by the project). Color as indicated. f. Provide and apply R90 fire protection coating. g. The screws of the bolted joints between trusses and steel columns shall be fully and properly tightened. h. Provide and install isolated metal panels. 1.1.4 Masonry Work: a. Provide material and construct new North and South walls. 1.1.5 Phenolic paneling: a. Provide and install phenolic panels. 1.1.6 Thermal and Moisture Protection: a. Provide material and seal the roof construction joints. b. Provide material and apply waterproof treatment coats. c. Fix gutters, seal gutter joints. g. Provide material and install plumbing pipe insulation. 1.1.7 Doors and windows: a. Clean doors repair/restore hardware, frames and trims and reinstall. b. Install new motorized windows in North and South walls. 1.1.8 Finishes: a. Provide material and repair wall cracks from interior and exterior in East and West walls. b. Provide material and apply paint to interior and exterior walls. 1.1.9 Civil: a. Provide material and construct new sidewalks. 1.1.10 Landscaping: a. Provide material and construct new sidewalks. b. Restore the topsoil and seeding the areas affected by the construction. 1.1.11 Gymnasium restoration: a. Contractor shall remove gymnasium equipment installed in basketball court and reinstall it in determined location. 1.2 Mechanical Work: 1.2.1 Demolition Plumbing & Sewer Work: a. Demolish exterior drainpipes and gutters (north and south walls). b. Demolish plumbing installations affected by the project as indicated. A proper temporary cap will be installed in the disconnection points. 1.2.2 Disassembly HVAC Work: a. Disassembly air ductwork which runs along the north wall and the south wall for subsequent reinstallation and the corresponding supports and accessories. The interior ductwork shall be cleaned to be reinstalled. Existing supports shall be cleaned and painted to be reused and reinstalled too. 1.2.3 Construction Plumbing & Sewer Work: a. Provide and install new drainpipes and gutters. b. Provide and install new plumbing system for north and south walls. c. Provide and install temporary potable water supply for basketball court (shelter). d. Perform potable water piping disinfection treatment (complete piping installation). e. Perform water test for fecal coliforms, e-coli, pH and residual chlorine. 1.2.4 Construction HVAC Work: a. Reinstall air ductwork which runs along the north wall and the south wall. Existing supports shall be cleaned and painted and reinstalled. b. Start up, tests and adjustments of all the systems (existing and installed). 1.2.5 Construction Fire Suppression System Work: a. Perform temporary modifications during the construction process to the Fire Department Connection point and fire suppression sprinkler alarm as indicated. Once finished the construction process shall be restored the original conditions. 1.3 Electrical Work: 1.3.1 Electrical Demolition Work: a. Partial demolition of interior electrical distribution system. b. Demolition of complete exterior lighting system. c. Partial demolition of fire alarm system. The removed appliances shall be temporary disconnected from the fire panel to avoid false alarms. d. Partial demolition of communications system. e. Partial demolition of CCTV & Access Control system. 1.3.2 Construction Electrical Work: a. Provide material and perform modifications to the interior electrical distribution system. b. Provide and install new exterior lighting. c. Provide material and perform modifications to the fire alarm system. d. Provide material and perform modifications to the CCTV & Access Control system. e. Provide and install LED EXIT signs and emergency lighting. f. Provide and install electrical actuators and remote control stations for motorized windows. g. Provide material and install new grounding system. 1.4 Final cleaning. 1.5 Delivery of As-Built drawings. 1.6 Delivery of Spatial data. Demolish existing underground pipe, manholes, valves, valve boxes, backflow preventers, water meters, fire hydrants and related existing elements and accessories, as indicated in the drawings. Those pipe sections that are no longer part of the potable water distribution system shall be capped. b. Furnish and install underground pipe, valves, valve boxes, "T" connections, backflow preventers, water flow meters, barrel/flush type fire hydrants, monoliths with hose bibbs and related elements and accessories, as indicated in the drawings. c. Disconnect and disassemble air relief valves and related accessories as indicated in the drawings. The reinstallation of each air relief valve shall include the furnishing and installation of thrust block, "T" connection from the main pipe, vertical pipe and accessories. d. Disconnect and disassemble backflow preventers and related accessories as indicated in the drawings. The reinstallation of each backflow preventer shall include the furnishing and installation of thrust blocks, polyethylene elbows, galvanized steel pipe, water flow meters and accessories. New galvanized steel pipe to be installed shall be painted using a similar color than the adjacent pipe. e. Replace the water supply pipe to flushed fire hydrants to remain, as indicated in the drawings. For each hydrant, the furnishing and installation of thrust blocks, "T" connections and supply pipes from the main pipe to the underground gate valves shall be included. Repair affected asphalt/concrete surfaces. Perform flow test in each hydrant (said tests will be performed by the Government, but the Contractor will be present during the test performance). f. Paint new barrel type hydrants, including hydrant number. Paint the covers, frames and hydrant number of the new flush type hydrants. Paint the covers, frames and hydrant number of the flush type hydrants to remain. Paint marking on the pavement for flush type hydrants. Install bollards around the new barrel type fire hydrants. Disassemble the existing 4 " quick connectors in the barrel type hydrants to demolish and reinstall them in the new barrel type fire hydrants. Furnish and install similar 4 " quick connectors for the rest of the new hydrants. g. Perform directional boring for the passage of new water piping below pavements, as indicated on the drawings. The drill opening will be protected by high density PN10 polyethylene jacket with an interior diameter big enough to easily introduce the new pipe including its electro-welded fittings. h. Repair elements affected by project execution (pavement, topsoil, vegetation, sidewalks, etc.). The finish will be similar to the adjacent finish. i. Perform a leak detection survey to include the new water system installed, as well as the existing pipes that are fed from the new system and supply water to the buildings located inside the areas shown on the drawings as Zona A, B and C. j. GPS topographic study. k. General cleaning of the work site. l. Delivery of As-Built drawings. The certification requirements are as follows: CERTIFICATION OF CLASSIFICATION: Bidders and/or their subcontractors must hold an updated Certificate of Classification issued by the "Registro Oficial de Licitadores y Empresas Clasificadas del Estado", covering the following groups, subgroups, and categories. The certificate holder must execute the activities related to the certificate. Group Subgroup Category C 1, 2, 3, 4, 6, 7 & 9 b J 2, 4 b K 9 b I 1, 6, 7 b It is highly recommended that you register to be notified of any new postings for this solicitation and/or any other postings published by our office. However, failure of the service to notify you of changes cannot be used against the Government in any way, shape or form. Therefore, you should check FedBizOps, https://www.fbo.gov , frequently for any new postings that may have been made. The Government anticipates and reserves the right, to issue all solicitation documents including specifications and drawings in the English language only. In order to be awarded a contract by the U.S. Government, the company must be registered in the System for Award Management (SAM); contracts cannot be awarded to unregistered contractors. Registration can be made online at www.sam.gov/portal/public/SAM/ NOTE: You must have a DUNS number and a NATO Commercial and Government Entity (NCAGE) Code to register. To obtain a Data Universal Numbering System (DUNS) Number you can contact Dun and Bradstreet and request one by calling: 902-446-688. To obtain a NATO CAGE code you must fill out the form found in: http://www.dlis.dla.mil/Forms/Form AC135.asp. Failure to be registered in SAM at the time of award may delay the award and depending on the criticality of the project, may be cause to award to the next qualified best value offeror who is SAM registered. However, do not delay submitting your proposal pending receipt of a DUNS number or CAGE Code. ***NOTICE: FUNDING FOR THIS REQUIREMENT IS CURRENTLY NOT AVAILABLE FOR THIS PROJECT. NO AWARD WILL BE MADE UNDER THIS SOLICITATION UNTIL FUNDS ARE AVAILABLE. THE BID ACCEPTANCE PERIOD SHOULD BE VALID THROUGH 30 SEP 2017. THE GOVERNMENT RESERVES THE RIGHT TO CANCEL THIS SOLICITATION.

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