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This Sources Sought opportunity from Department Of Defense was posted on October 13, 2016. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Sources Sought for L385 Q1 Rolling Gate Concrete Foundation/ Railroad Correction near Riverside, Missouri.

Closed
W912DQ-17-SS-1113Federal

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
Golf Club Green And Tee Box Renovation
Solicitation # 6209
Solicitation 6209 is for the comprehensive renovation of the Santa Barbara Golf Club in California, specifically focusing on the #10 Tee Box and the #13 Green. The scope of work includes releveling and expanding the #10 Tee Box to meet playability and drainage standards, reshaping the #13 Green through contouring and fine grading, and fully renovating the #13 greenside bunkers with new excavation, drainage, and liner placement. Technical requirements include the installation of USGA greens subsurface drainage, a 12-inch root zone mixture, and sodding with Centennial Bentgrass and Kikuyu grass. The project is expected to begin around November 2026 and must be completed within six weeks, with work permitted Monday through Friday from 7:00 a.m. to 5:00 p.m. Bidders must hold a valid California A - General Engineering or C-27 Landscaping contractor's license and submit their proposals via the PlanetBids portal by November 9, 2026. Award evaluation factors include the length and scope of manufacturer warranties and offered payment discounts. The contract mandates compliance with California prevailing wage laws, OSHA safety standards, and ADA regulations. Financial protections include a required payment bond for 100% of the bid total for contracts exceeding $25,000 and liquidated damages of $2,000 per calendar day for delays. Acceptance of the work is contingent upon the approval of the finished subgrade by the designer and the submission of all relevant warranty and guarantee documents.
Santa Barbara Golf Club

POSTED

about 4 hours ago

DEADLINE

in 10 days
NAICS: 237990
New
SLED
Henry H. Bradby Park Phase 1
Solicitation # 2027-7110-114
Solicitation 2027-7110-114 is an Invitation for Bids for Phase 1 construction of Henry H. Bradby Park in Rushmere, Isle of Wight County, Virginia. The project involves the development of a 51.67-acre county-owned parcel, with approximately 6.63 acres of land disturbance and 45.038 acres remaining as undisturbed open space. The scope of work includes site preparation, clearing, demolition, grading, drainage, and the installation of erosion and sediment control and stormwater management facilities. Additionally, the contractor will construct parking trails, recreational facilities, site furnishings, and landscaping, all while adhering to the 2018 Virginia Statewide Building Code and the latest Virginia Stormwater Management Handbook. The project is funded via the National Park Service's Land and Water Conservation Fund, making it subject to strict federal oversight, including Build America, Buy America Act material sourcing restrictions and compliance with the Federal Civil Rights Act of 1964. Award will be granted to the lowest responsive and responsible bidder. The performance period requires substantial completion within 300 days of the notice to proceed, with final completion due 45 days thereafter. Financial requirements include a 5% retainage on construction projects and the provision of performance and payment bonds, with a specific bid bond required for bids exceeding 500,000 dollars. Bids must be submitted through the designated procurement portal by November 16, 2026.
Parks & Recreation

POSTED

about 5 hours ago

DEADLINE

in 17 days
NAICS: 237990
New
Federal
Small Business Multiple Award Task Order Contract (MATOC) for the Missouri River Bank Stabilization and Navigation Project (BSNP)
Solicitation # PANNWD26P0000030936
The U.S. Army Corps of Engineers, Kansas City District, is conducting market research for the Bank Stabilization and Navigation Program to identify qualified contractors capable of performing complex riverine construction work along the Missouri River, from River Mile 0 near St. Louis, Missouri, to River Mile 553 near Nebraska City, Nebraska. The work involves constructing, modifying, or repairing stone dikes, revetments, bank paving, revetment overlays, and excavation of notches, all of which must be executed using floating equipment due to the absence of land access. Operations require mobilization of barges to transport graded stone from quarries and placement via track-hoe from work barges, with equipment needing to operate in water depths of four feet or more. The Government plans to establish a Multiple-Award Indefinite-Delivery Indefinite-Quantity (IDIQ) Task Order Contract with a combined ceiling of $50 million, consisting of a three-year base period and a two-year optional ordering period. The North American Industry Classification System code is 237990, with a small business size standard of $45 million, and businesses of all sizes are encouraged to respond, though small, 8(a), HUBZone, service-disabled veteran-owned, and women-owned businesses are specifically encouraged to participate, as responses will inform potential set-asides. Respondents must submit a ten-page capability statement detailing their business size, UEI and CAGE codes, bonding capacity, experience with similar projects completed in the last five years, subcontracting arrangements, and joint venture structure, along with organizational contact information. All submissions must be provided electronically in Word or PDF format by the deadline of 12 p.m. CDT on June 1, 2026, to the designated contract specialist and contracting officer. This is a sources sought notice only, not a solicitation, and no funds are available for response preparation or reimbursement. Responses are voluntary, non-binding, and will be used solely for market research to shape future procurement decisions, with proprietary information protected from disclosure.
W071 Endist Kansas City

POSTED

about 6 hours ago

DEADLINE

N/A

General Info

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

RIVERSIDE, MO, USA

Set-Aside

NONE

Documents

2

Missouri River Levee System Unit L-385 Rolling Gate Closure Gap Q1 Modifications - Design Plans

PDF, High priority: read this firstspecifications
High

Missouri River Levee System Unit No. L-385 Rolling Gate Closure Gap Q1 Modifications Specifications

PDF, High priority: read this firstspecifications
High

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Timeline

PhaseClosed
Posted

Sources Sought

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → W071 Endist Kansas City
Contacts1 person available
OfficeKANSAS CITY, MO, 64106-2896, USA
Office AddressKANSAS CITY, MO, 64106-2896, USA
Contacts

Full Description

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This is a Sources Sought Synopsis announcement, for market survey information only, to be used for preliminary acquisition planning purposes. No proposals are being requested and none will be accepted in response to this synopsis. THIS IS NOT A SOLICITATION FOR PROPOSALS AND NO CONTRACT WILL BE AWARDED FROM THIS SYNOPSIS. The purpose of this Market Research and Sources Sought Notice is to determine if there are adequate contractors to provide adequate competition to compete and perform a firm fixed price construction type contract for A Design-Bid-Build project to demolish and reconstruct a concrete rolling gate foundation and main line track near Riverside, Missouri. This Sources Sought or Request for Information is for planning purposes only as defined by FAR 15.201. The purpose of the posting is to establish interest and allow industry to provide comments on the attached plans and specifications. The notice does not constitute a Request for Quote, Request for Proposal, Invitational for Bid or a promise the aforementioned will be issued in the future. Furthermore, it does not commit the Government to contract for any service or supplies. Responders are advised that the Government will not pay for any information or administrative costs incurred in response to this synopsis or any follow up information requests. A brief synopsis of the proposed contract is as follows: A foundation deficiency exists at Rolling Gate Closure Gap Q1 located at Levee Station QL 12+15 of the Quindaro System of MRLS L-385. The gap through the levee provides access for the Burlington Northern Sant Fe (BNSF) Railway lines and the Inter Continental Engineering-Manufacturing Corporation (Intercon) paved access. Crossings are skewed with the flood control works alignment. The rolling gate closure gap structure is pile supported and the opening is 66-feet wide. Railway line bearing ranges from flexible wood ties, ballast, and soil foundation to rigid steel bearing plates within the slots of the pile supported concrete panels. The flexible rails transitioning to a rigid pile cap is causing rail deflections that are scarring and damaging the concrete panels and creating ongoing maintenance and repair at the crossings. The dynamic action of the daily train traffic over a system that abruptly transitions from a flexible to a rigid system creates aggressive settlement within the flexible system and a hammering action at the bearing plates that degrades the supporting concrete. These are heavily trafficked mainline rails for Burlington Northern Sant Fe Railroad. As a result of the deterioration of the track support, the track elevation with respect to the rolling gate foundation is creating a clearance issue between the trains and the foundation which poses an increased risk of train derailment. The scope of this construction project is to demolish the existing rail and rolling gate concrete foundation within the railroad right away enough to install a fully ballasted railroad section. At the same time, a structural system must be pre-fabricated and installed that will allow for subsurface stop logs to be installed as necessary. On top of the subsurface stop logs, a rail system will be installed upon which the existing rolling gate will be expected to roll. The rolling gate rail system runs at a skewed angle to the BNSF main line tracks and can only be installed when the mainline tracks are removed. Demolition to the existing permanent concrete crossing pads that are roughly 3 ft thick 10 ft wide, and 15ft long will be required. The contractor will fabricate/supply the specified stop logs, associated precast abutments and support system and the rolling gate rail system. They will be expected to fully operate the existing rolling gate after construction by closing the gate across the BNSF ROW. The contractor will coordinate extensively with BNSF and will have only a limited window (10 to 15 hours) to work within the railroad Right-of-Way without train traffic. Some construction may have to take place with live railway traffic. BNSF will be responsible for removal and installation of their main line rails and ballast and will be working closely with the contractor during the project. The contractor will be responsible for everything else. The North American Industrial Classification System (NAICS) Code applicable to this acquisition is 237990. Small Business size is $36.5M. The magnitude of this project is between $500,000 and $1,000,000. The following information is requested in this Sources Sought / Request for Information (SS/RFI): 1. Firm's name, addresses, point of contact, phone number, and e-mail address; 2. Firm's interest in providing a proposal or bid on the pending solicitations once issued; 3. Experience: Evidence of capabilities to perform comparable work in the area of: mainline track coordination and construction; prefabrication of stop logs, prefabrication and installation of concrete structures, operation of flood control rolling gates, construction in railroad Right of Way, operating on or around mainline tracks where the work must be installed, operational and tested in restricted times.. 4. Firm's capability to perform a contract of this magnitude and complexity; 5. Comments after review of plans and specifications concerning: constructability, contract duration, work window outage, ability to conduct work within the timeline provided, coordination with BNSF railway, etc. 6. Firm's business category and business size (Large Business, Section 8(a), Historically Underutilized Business Zones (HUBZone), Women Owned, Service Disabled Veteran Owned Small Business (SDVOSB) and Historical Black Colleges and Universities/Minority Institutions (HBCU/MI)); 7. Firm's Joint Venture information, if applicable; 8. Cage Code and DUNS number 9. Bonding capacity 10. Responses shall not exceed fifteen pages. All attachments must be in either Microsoft Word or Adobe pdf format. Interested offerors shall respond to the Sources Sought no later than October 28, 2016 at 2:00 PM (CST). If a solicitation is released in connection to this notice, vendors must be actively registered in the System for Award Management (SAM) to be eligible for award of Government contracts. Firms can register in SAM at http://www.SAM.gov . if you have any further questions or concerns regarding SAM, please contact the help desk at +1 (555) 000-0000 M-F from ) 8:00 A.M to 6:00 P.M (EST). Mail or e-mail your response to Willie Hodges, Contract Specialist, 601 E 12th Street, Rm. 647, Kansas City, Missouri 64106. E-mail address: contact@example.gov. Email is the preferred method of delivery for responses to this synopsis. Responses by FAX will not be accepted. All information received will be taken into consideration. A low response from the public may keep this effort from being solicited in the future. THIS ANNOUNCEMENT SHALL NOT BE CONSTRUED AS A COMMITMENT OR AUTHORIZATION TO INCUR COSTS IN ANTICIPATION OF AN AWARD. THE GOVERNMENT IS NOT BOUND TO MAKE ANY AWARDS UNDER THIS NOTICE.

More opportunities from Department Of Defense → W071 Endist Kansas City

Same awarding agency

NAICS: 332312
New
Federal
Debris Boom Supply and Install at Harry S. Truman Lake Project
Solicitation # W912DQ26QA080
Solicitation W912DQ26QA080 is a full and open competition for the design, fabrication, delivery, and optional installation of a debris boom system at Harry S. Truman Dam near Warsaw, Missouri. The primary objective is to protect the dam's tainter gates from floating debris to maintain spillway operational capacity and provide a visual barrier for boaters. The required system is approximately 2,000 feet long and must be designed to withstand site-specific hydraulic, wind, and wave conditions, including a minimum safety factor of 2.0 and the impact of a 100-foot log. All metallic components and load-bearing materials must be USA-made with manufacturer certifications. The contract is structured with three base CLINs for the supply and delivery of the boom and anchors, and one option CLIN for installation. Delivery is expected within 240 to 300 days of award, with the installation option exercisable within 270 days. Technical constraints strictly prohibit any drilling into or under the earthen dam, and all lakebed anchors require review by the Kansas City District Dam Safety Manager. Award will be based on the most advantageous offer, evaluating price, relevant experience, and past performance. Quotes must be submitted in PDF format and include a completed SF 1449, pricing, and documented project experience.
Fabricated Structural Metal Manufacturing

POSTED

1 day ago

DEADLINE

in 3 days
View Details
NAICS: 236220
Federal
Veterans Affairs St. Louis Health Care System (VASTLHCS) John Cochran (JC) Hospital in St. Louis, Missouri
Solicitation # W912DQ26RA060
The U.S. Army Corps of Engineers Kansas City District is soliciting proposals for an Integrated Design and Construction (IDaC) contract to modernize the Veterans Affairs St. Louis Health Care System John Cochran Hospital in St. Louis, Missouri. This large-scale project involves demolishing deficient buildings and constructing several new seismically compliant facilities, including a new inpatient bed tower, a clinical expansion, an engineering building, a central utility plant, a water tank, and three parking structures. The total construction cost limit for the requirement is 1.42 billion dollars. The project is being solicited as full and open and requires offerors to submit proposals subject to Project Labor Agreement requirements. The contract is structured with a Pre-Construction Services phase (CLIN 0001) with a performance period of 820 calendar days from the Notice to Proceed, followed by various construction options. Award will be made to a single responsible offeror using a best-value tradeoff process, where non-priced factors are significantly more important than price. To be eligible, offerors must achieve at least an acceptable rating for technical factors and small business participation. Required submissions include a proposal guarantee of 20 percent of the proposed price or 3 million dollars, whichever is less, and full payment and performance bonds upon award. Technical requirements mandate compliance with USACE EM 385-1-1 safety standards, LEED v5 building design, and FGI Hospital Guidelines. The scope includes complex deliverables such as a VA swing space and a phased turnover schedule for various medical zones. Offerors must provide a detailed staffing plan, including a Site Safety and Health Officer and a QC Manager, and must utilize a third-party vendor for cybersecurity assessments. Proposals must be submitted electronically in PDF format by November 25, 2026, adhering to strict page limits and formatting guidelines.
Commercial and Institutional Building Construction

POSTED

7 days ago

DEADLINE

in 26 days
View Details
NAICS: 237110
Federal
Atchison Storm Sewer Separation Improvements, Atchison, Kansas
Solicitation # W912DQ27BA002
The U.S. Army Corps of Engineers, Kansas City District, is soliciting bids for the Atchison Storm Sewer Separation Improvements project in Atchison, Kansas. This small business set-aside construction project, with an estimated value between 1 million and 5 million dollars, involves the separation of storm and sanitary sewers. The scope of work includes the installation of reinforced concrete pipe, reinforced concrete box culverts, and storm water inlets and junction boxes, as well as the removal of existing sewer structures. The contractor is responsible for providing all necessary labor, equipment, and supervision, including incidental grading and the restoration of parkways, driveways, sidewalks, and pavement to a condition equal to or better than the original state. The solicitation is issued as a sealed bid under NAICS code 237110, with a response deadline of November 13, 2026. The project is divided into two primary components: the 16th Street Alignment and an optional 15th Street Alignment. Key requirements include adherence to the City of Atchison Public Works Specifications, compliance with the Davis-Bacon Act, and the submission of a project schedule within 42 days of the notice to proceed. Contractors must provide performance and payment bonds and participate in a partnering session within 45 days of the award. Quality assurance involves inspections of precast concrete units upon delivery and mandatory approval of saddle installations by the Contracting Officer's Representative prior to backfilling.
Water and Sewer Line and Related Structures Construction

POSTED

10 days ago

DEADLINE

in 14 days
View Details
NAICS: 562910
Federal
SB ERS MATOC, USACE Northwestern Division and EPA Region 2
Solicitation # W912DQ26RA109
The U.S. Army Corps of Engineers, Kansas City District, is establishing a Multiple Award Task Order Contract (MATOC) for Environmental Remediation Services (ERS) to support the USACE Northwestern Division and EPA Region 2. This total small business set-aside under NAICS 562910 has a maximum value of 245 million dollars, with a minimum guarantee of 2,500 dollars per contract. The period of performance runs from June 4, 2027, to June 3, 2032, with a six-month extension option available through December 3, 2032. The scope of work is extensive, covering in-situ thermal and chemical remediation, operations and maintenance of groundwater treatment and soil vapor extraction systems, field investigations, remedial design, risk assessments, and support for abandoned mines programs. Task orders will be executed as either Firm Fixed Price or Cost Plus Fixed Fee. This is a competitive, best-value acquisition utilizing the Highest Technically Rated Offeror with Reasonable Price methodology. Proposals are evaluated based on corporate experience and past performance, with awards granted to the highest technically rated offerors whose pricing is determined to be fair and reasonable; no price-technical tradeoffs will be performed. Offerors must submit two separate electronic PDF volumes via the PIEE Solicitation Module. Contract administration requires the use of the Wide Area WorkFlow system for invoicing and adherence to strict quality standards, including the preparation of Contractor Quality Control Plans and Quality Assurance Project Plans for each task order.
Remediation Services

POSTED

21 days ago

DEADLINE

in 17 days
View Details

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