This Government Contract opportunity from Department Of Veterans Affairs was posted on June 14, 2023. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Top

Z2KB--Con-Reconstruct East Side Drainage Canal 695-20-102 Clement J. Zablocki VAMC Milwaukee, WI

Awarded

36C25223B0017Federal

Submission Closed06/14/2023, 12:00:00 AM UTC

Contract Overview

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

Active Opportunities Like This One

NAICS: 237990

New

SLED

ADVANCE NOTICE: Rail Modernization Program

Solicitation # WMATA-0000010871

The Washington Metropolitan Area Transit Authority has issued an advance notice for the Rail Modernization Program under solicitation number WMATA-0000010871. This solicitation is categorized under NAICS code 237990, indicating a focus on specialized trade contractors for rail and transit infrastructure improvements. The notice was posted on October 21, 2026, with a response deadline set for September 30, 2027. Interested parties can find further details and manage their bids through the official WMATA supplier portal.

Washington Metropolitan Area Transit Authority

POSTED

DEADLINE

ALTA, RIVERVIEW, AND KINGS CANYON HIGH WELL DRILLING PHASE

Solicitation # alta-riverview-kings-canyon-high-well-drilling-phase

The Kings Canyon Unified School District is soliciting bids for Project No. 1000316-001C, which involves the well drilling phase for Alta, Riverview, and Kings Canyon High schools. The project scope covers multiple locations across Reedley, Parlier, Dinuba, and Fresno, California. This solicitation is categorized under NAICS code 237990 and is specifically set aside for various small business designations, including SBA certified Veteran Owned, Service-Disabled Veteran Owned, Women-Owned, and HUBZone small businesses. Interested parties must submit their responses by the deadline of November 10, 2026. The primary point of contact for this opportunity is Jennah Castagna. This project represents a targeted effort to improve water infrastructure across the district's high school facilities through specialized drilling services.

Anthony J. Prieto Water Well Drilling, Inc.

POSTED

DEADLINE

ARWA Carrizo System Expansion: Well Drilling

Solicitation # arwa-carrizo-system-expansion-well-drilling

The Alliance Regional Water Authority is seeking bids for the Carrizo System Expansion project focusing on well drilling services located in Rosanky, Texas. This solicitation, identified as ARWA IFB Number 2026-001, is managed by Hydro Resources - Mid Continent, Inc. and falls under NAICS code 237990. The opportunity is specifically set aside for Small Businesses and Disadvantaged Business Enterprises. Interested parties must submit their responses by the deadline of November 3, 2026. Primary coordination for this contract is handled by Amy Majors, who serves as the point of contact for the procurement process.

Hydro Resources - Mid Continent, Inc.

POSTED

DEADLINE

Construction of The Recharge Master Plan Update (RMPU) Basin Improvements Project - Montclair Basin Improvements

Solicitation # construction-recharge-master-plan-update-rmpu-basin-improvements-project-montclair-basin

Empire Equipment Service, Inc. is soliciting quotes for the Construction of The Recharge Master Plan Update Basin Improvements Project, specifically focusing on the Montclair Basins 2 and 3 Diversion Improvements at the San Antonio Creek Channel in Montclair, California. This project is being conducted for the Inland Empire Utilities Agency and falls under NAICS code 237990. The opportunity is specifically seeking certified DBE and DVBE subcontractors and suppliers, with set-asides available for various small business categories including Veteran Owned, Service-Disabled Veteran Owned, Women-Owned, and HUBZone Small Businesses. Interested parties must submit their responses by November 5, 2026. Primary inquiries and quotes should be directed to Gio Marquez via the provided estimating email or phone contact.

Empire Equipment Service, Inc.

POSTED

DEADLINE

Site Compliance and Improvements - Patton Landing

Solicitation # site-compliance-improvements-patton-landing

The State of California Department of General Services is seeking bids for the Site Compliance and Improvements project at Patton Landing, located in Carnelian Bay, Placer County, California. This solicitation, identified by Project Number 13891 and Event ID 0000040533, focuses on site compliance and infrastructure enhancements under NAICS code 237990. The opportunity is specifically set aside for SBA certified Service-Disabled Veteran Owned Small Businesses and Disadvantaged Business Enterprises. Interested parties must submit their responses by the deadline of November 10, 2026. Primary coordination for this project is managed through Nayvi Waite at Resource Development Company LLC.

Resource Development Company LLC

POSTED

DEADLINE

The Port of Lake Charles in Louisiana is soliciting bids for the Industrial Park East Rail Extension and Trans-loading Yard project, identified as contract CP25014. This SLED organization opportunity is focused on infrastructure development within the state of Louisiana to expand rail capabilities and loading facilities. Interested parties must submit their responses by the deadline of November 19, 2026, at 4:00 PM. The solicitation was officially posted on October 13, 2026, and further details regarding the submission process can be accessed through the Bid Express portal.

POSTED

DEADLINE

Scow Bay Boat Haul Out

Solicitation # 49218

The Scow Bay Boat Haul Out project, issued by the Petersburg Borough in Alaska, involves extensive marine and civil construction. The scope of work includes the installation of a shot rock embankment, armor rock, and a concrete haul out ramp, along with steel piles and a timber boarding float. Additional infrastructure requirements encompass a concrete wash down pad, storm drains, water services, gravity and pressure sewer lines, a sewer pump station, power pedestals, area lighting, and a wood framed utility building. Interested bidders must submit their proposals electronically via Bidexpress.com. The deadline for all submissions is 2:00 p.m. prevailing time on Tuesday, October 27, 2026. Following the deadline, bids will be opened and read publicly in the Borough Assembly Chambers and via Zoom.

Petersburg Borough, AK

POSTED

DEADLINE

Design and Construction of Levee Access Manholes for Fairfax-Jersey Creek Levee Unit (Kansas City, Kansas)

Solicitation # W912DQ26RA065

The U.S. Army Corps of Engineers, Kansas City District, is soliciting design-build construction services for the installation of access manholes at the Fairfax-Jersey Creek Levee Unit on the Missouri River in Kansas City, Kansas. The project scope involves designing and constructing manholes, with estimated depths between 10 and 25 feet, to facilitate the video inspection of approximately 27,000 feet of existing perforated corrugated metal seepage collector pipe. To maintain levee integrity, the government strictly prohibits invasive mass excavation methods such as trenching, requiring the use of minimally invasive excavation techniques. Key deliverables include a Drilling and Invasive Program Plan approved by a licensed professional engineer or geologist, temporary flood protection plans, and final as-built drawings. This is a firm-fixed-price contract with an estimated magnitude between $1,000,000 and $5,000,000, though the total award amount shall not exceed $3,400,000. The acquisition is categorized under NAICS code 237990 with a small business size standard of $45 million. The selection process is conducted in two phases; Phase 1 focuses on qualifications and technical approach without pricing, from which up to three qualified offerors will be selected for Phase 2. Evaluation factors include design concepts, performance confidence, technical approach and qualifications, and small business participation, with non-price factors being significantly more important than price. Proposals must be submitted via the PIEE Solicitation Portal and adhere to strict documentation requirements, including the use of specific government templates for vendor information, experience, and technical qualifications.

W071 Endist Kansas City

POSTED

DEADLINE

PASS-A-GRILLE-PASS, MAINTENANCE DREDGING, PINELLAS COUNTY, FLORIDA

Solicitation # GROUP1-27-R-J001

Solicitation GROUP1-27-R-J001 is a total small business set-aside for maintenance dredging at Pass-a-Grille Pass in Pinellas County, Florida, issued by the U.S. Army Corps of Engineers, Jacksonville District. This firm fixed price task order is limited to contractors previously awarded under solicitation W912EP25R0010. The scope of work involves excavating material from the pass and transporting it to the Pass-a-Grille Beach Placement Area located north of the channel. Hopper dredging is strictly prohibited. Incidental requirements include environmental and water quality monitoring, beach fill quality control, tilling, vibration monitoring, and Munitions and Explosives of Concern construction support. The project has a price target range between $5,000,000 and $10,000,000, with a performance period of 120 calendar days following the Notice to Proceed, and work must commence within 60 calendar days of that notice. The government will utilize the Lowest Price Technically Acceptable process for award, evaluating offerors based on the technical acceptability and availability of their identified dredge and their past performance under the associated MATOC. Proposals must be submitted in PDF format via the PIEE Solicitation Module by 2:00 PM EST on November 20, 2026. Key compliance requirements include adherence to the Davis-Bacon Act, the provision of performance and payment bonds within 10 days of award, and the submission of qualified bird monitor credentials. Technical specifications require beach fill to be clean sand free of debris or toxic materials, with strict monitoring at both the borrow and placement areas to ensure quality standards are met.

W074 Endist Jacksnvlle

POSTED

DEADLINE

JOHN DAY DAM NAVIGATION LOCK TAINTER VALVE (TV) REPAIRS TV3 AND TV4

Solicitation # W9127N27BA009

POSTED

DEADLINE

Maintenance Dredging of the Isle au Haut Thoroughfare near Isle au Haut, Maine

Solicitation # W912WJ27BA003

Solicitation W912WJ27BA003 is a sealed bid invitation for the maintenance and advance maintenance dredging of the Isle au Haut Thoroughfare Federal Navigation Project in Maine. This 100 percent small business set-aside project, under NAICS 237990, has an estimated value between 1 million and 3 million dollars. The scope of work involves the mechanical removal of approximately 3,355 cubic yards of highly compacted coarse sand, gravel, cobbles, and small boulders to achieve a depth of -7 feet Mean Lower Low Water, with an allowable overdepth bringing the maximum depth to -8 feet. All dredged material must be transported and disposed of at the Flake Island Ocean Disposal Site, located approximately 0.9 nautical miles northwest of the project site. Performance is restricted to an environmental window between September 15, 2026, and March 1, 2027, to protect benthic resources and federally managed species. The contractor is required to maintain a production rate of at least 4,000 cubic yards every 30 calendar days, operating 24 hours a day and seven days a week. Award will be based on the lowest price for the total estimated amount of mobilization and dredging line items, with a 10 percent price evaluation preference for HUBZone small business concerns. Key requirements include the provision of performance and payment bonds, the submission of a Contractor Quality Control Plan, and the hosting of a partnering session within 45 days of award. All proposals must be submitted electronically via the Procurement Integrity Enterprise Environment portal.

W2SD Endist New England

POSTED

DEADLINE

Y1PZ--Fort Sill NC Gravesite Expansion and FCA Deficiencies 920CM3006

Solicitation # 36C78626B0030

Solicitation 36C78626B0030 is a Firm-Fixed-Price construction project for the Department of Veterans Affairs, National Cemetery Administration, focused on gravesite expansion and the repair of Facility Condition Assessment deficiencies at Fort Sill National Cemetery in Elgin, Oklahoma. The project scope includes the installation of 3,554 pre-placed burial crypts, asphalt assessment and reporting, and various facility improvements such as stone veneer repair, electrical site work, irrigation system replacements, and renovations to the Administration Building, Committal Shelters, and Honor Guard room. The estimated project magnitude is between 10 million and 20 million dollars, with a performance period of approximately 18 months from the notice to proceed. This procurement is a 100 percent set-aside for Service-Disabled Veteran-Owned Small Businesses, requiring offerors to be verified through the SBA VetCert database. Award will be based solely on price, evaluated by combining the base requirement with all applicable options. The contract is subject to the Davis-Bacon Act and the Buy American Act, with specific prevailing wage rates established for Comanche County, Oklahoma. Bidders must provide a bid guarantee of 20 percent of the bid price or 1 million dollars, whichever is less, and submit a single PDF proposal containing a company cover letter, completed SF 1442, Schedule B pricing, a cost estimate worksheet, signed amendments, and a digital bid bond.

National Cemetery Administration (36C786)

POSTED

about 21 hours ago

DEADLINE

in 7 days

AI Contract Overview

Contract 36C25223B0017, awarded to Progressive Construction Services LLC for 1,559,000.00 dollars, covers the reconstruction of the East Side Drainage Canal at the Clement J. Zablocki VA Medical Center in Milwaukee, Wisconsin. This Service-Disabled Veteran-Owned Small Business set-aside project includes specific revisions to drawings CS101, CU101, CU501, and CG101 to add wingwalls and foundations for the riprap transition from the natural channel to the historic stone wall at Station 18+00. Work is permitted during normal daytime shifts from 0700 to 1530. Key requirements include the use of an outside scheduling consultant in the base bid, though credits may be considered if scheduling is performed in-house. The contractor is responsible for providing a submittal log in an approved Excel format and adhering to sustainable construction specifications. While the VA provides electricity from Building 39 for dewatering at no cost, the contractor must cover all connection and temporary conduit expenses. Logistics involve utilizing the contractor parking lot for access to the laydown area, with requirements to protect or restore sidewalks and install fencing and jersey barriers to protect the creek. Final deliverables include one electronic and one hard copy of as-built drawings and O&M manuals upon substantial completion.

General Info

Agency

Department Of Veterans Affairs → 252-NETWORK Contract Office 12 (36C252)

Contract Value

$2,165,644.29

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

WI, USA

Set-Aside

SDVOSBC

Awardee

PROGRESSIVE CONSTRUCTION SERVICES LLC

Award Issued Date

06/14/2023, 12:00:00 AM UTC

Documents

36C25223C0059 - Con-Reconstruct East Side Drainage Canal

award

Low

AI Contract Breakdown

Uniform Contract Format

Contract not broken down yet

CLEATUS splits the solicitation into Uniform Contract Format (UCF) sections: scope, pricing, deliverables, and evaluation criteria.

Timeline

2 updates

PhaseAwarded

PostedMar 15

Presolicitation

Type ChangedApr 12

Presolicitation → Solicitation

Notice updatedApr 21

The notice description changed.

Notice updatedMay 2

The notice description changed.

AwardedJun 14

Contract was awarded

Submission Closed

06/14/2023, 12:00:00 AM UTC

Find active opportunities like this

Start your free trial to discover similar active contracts, track opportunities, and build proposals with AI assistance.

Organization & Contact Information

AgencyDepartment Of Veterans Affairs → 252-NETWORK Contract Office 12 (36C252)

Contacts1 person available

OfficeMILWAUKEE, WI, 53214, USA

Organization / AgencyDepartment Of Veterans Affairs → 252-NETWORK Contract Office 12 (36C252)

Office AddressMILWAUKEE, WI, 53214, USA

Contacts

Joshua JacksonJoshua K. Jackson

contact@example.gov

+1 (555) 000-0000

Full Description

36C25223B0017 0002 SF30 Continuation Sheet 36C25223B0017 0002 Reconstruct East Side Drainage Canal 695-20-102 Clement J. Zablocki VA Medical Center, Milwaukee, WI I. The following changes are made on project specifications: None. II. The following changes are made on project drawings: CS101 was revised. Wingwalls and foundation were added to riprap transition from natural channel to historic stone wall (Station 18+00). CU101 was revised. Wingwalls and foundation were added to riprap transition from natural channel to historic stone wall (Station 18+00). CU501 was revised. Wingwalls and foundation were added to riprap transition from natural channel to historic stone wall (Station 18+00). CG101 was revised. Wingwalls and foundation were added to riprap transition from natural channel to historic stone wall (Station 18+00). III. The following Questions and Answers / Clarifications are the result of bidder request(s) for information: Can all work be completed during normal (0700 1530) daytime work shifts? Answer: Yes. In section 01 00 00 1.12.C, referring to delivering two electronic copies of complete As Builts after each completed phase. This also applies to shop drawings. If electronic, does the VA require two? Answer: No. During review periods of shop drawings, submittals, as-builts and O&Ms, there will be only one electronic copy. When the document is formally approved by VA and AE, COR desires one hardcopy of complete as-built drawings and O&Ms. Per section 01 00 00.1.19.B, Does the VA require four hard copies of the completed O&M? Do the manuals require delivery when the equipment arrives or at substantial completion? Answer: No. Upon final approval VA COR requires one electronic and one hard copy of the O&Ms. O&M delivery can be at substantial completion. Reference 01 32 16.15.1.2.C and 1.3, is an outside consultant required for CPM scheduling or can the General Contractor develop the schedule In-House for this particular project? Answer: Bid the project per specification and include an outside scheduling consultant in the base bid. During preconstruction submittal process, COR will entertain potential credit to the contract if General Contractor can perform scheduling work in-house . This will require a modification and will require approval from the Contracting Officer. Is a submittal log/register required for submission by the contractor for this project? Reference 01 33 23 1.3.C, the VA provides the initial submittal register. Answer: Contractor shall review specifications and provide a submittal log in VA-approved Excel format during preconstruction submittal process. VA COR will review his submittal log against the General Contractor s and upload to Opcenter a joint submittal register to ensure all submittals are captured. Reference 01 81 13, is sustainable construction required on this project? Answer: This is a required specification on all VA projects going forward. Review the tables at the end of the specification and provide a submittal accordingly. Note that much in this table may be N/A for this exterior project. Is there a source of power at the site to be used for dewatering equipment (pumps, etc)? What is the distance to the nearest source of power that can be used for this equipment? Answer: Bldg 39 to north/west has power that is available. The 100A service with its own disconnect is in the basement. Picture below. Bldg 39 is less than 100 yards from the upstream edge of the creek. Can the source of power be used 24 / 7 to keep pumps running when work is not taking place? Answer: VA expectation was that the pumps that would fuel driven; too large for electric pumps. However, if contractor can utilize electric pumps to provide necessary dewatering and bypass pumping, Contractor may utilize VA electricity from Bldg 39 at no cost. The cost to connect to available power with appropriate and safe temporary conduit/terminations is fully the cost of the Contractor s. The Landscape Plan (LS101) provides qty and spacing for the new trees and shrubs, but does not provide a size for the plantings / trees. Please provide sizing as pricing varies by size. Answer: Revised LS101 provides this information on minimum plant sizes. The Construction Entrance road (Key Note #2 on CJ101) does not appear to start at a road. Please advise / revise drawing to reflect where the construction entrance is to connect to a road to allow construction traffic access to the staging area. We do not think Barron Ct would work as large equipment trucks will not be able to access from here. We would think coming from the contractor lot would be preferred? Answer: Bid the plan set and include necessary sidewalk restoration (or protection) as necessary for the laydown and storage area as identified in the drawings. VA does not anticipate any construction vehicles would ever need to drive on Barron Court. Instead, construction vehicles would enter Contractor parking lot and then utilize sidewalk to drive around to laydown/storage area (see below). Contractor could protect sidewalk as appropriate or replace/restore when construction is complete. Note, however, that COR would be willing to entertain alternate laydown/storage area with the awarded contractor during preconstruction submittal process. Regardless of area used, the creek would have to be protected from contractor vehicles with fencing and jersey barriers. VA Grounds department would provide necessary jersey barriers; contractor would supply fencing. If awarded contractor provides an alternate plan that utilizes part of the Contractor parking lot instead that would be reviewed for its additional cost/credit to the contract. Review would include how many of the contractor spots would be lost. We must keep at least half to 2/3 of the parking spots in the Contractor parking lot. The temporary Construction Fence (Key note #4 on CJ101) does not appear to continue along the entire south side of the project limits? There looks to be a section that would not be fenced in. Please review and advise if the temporary construction fence should continue at the SE side of the project to fully enclose the project boundaries. Answer: The temporary construction fence does not need to continue along entire south side of the creek. VA intended for the temporary fence to dive into and connect to the existing fence during construction until it is time to remove the old fence and replace with new. REMINDER: VAAR 852.219-75 VA Notice of Limitations on Subcontracting Certificate of Compliance for Services and Construction is included in this solicitation (see SF1442 pages 51-52); signed certification must accompany bid to be considered for award.