Skip to main contentPsst! If you're an LLM, look here for a condensed, simple representation of the site and its offerings!

LiveFree Webinar — Wednesday, October 28 at 2:00 PM ET

Register Free →

This Solicitation opportunity from Department Of Defense was posted on August 4, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Tionesta Dam Control Tower Concrete Repair

Closed
W911WN26QA043Federal

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
San Vicente and Mt. Olivette Reservoir Improvements Project - Construction
Solicitation # SP2797-CT
The San Vicente and Mt. Olivette Reservoir Improvements Project (SP2797-CT) is a construction solicitation issued by the City of Santa Monica's Public Works Engineering Division. The project involves addressing civil, mechanical, structural, and electrical deficiencies for four water reservoirs located at the Mt. Olivette Reservoir and the San Vicente Reservoir. With a project estimate of $27,344,000, the work requires a contractor holding a Class A General Engineering license. The estimated contract duration is 730 calendar days, although some contract documents reference a term of 520 days from the notice to proceed. Liquidated damages for delays are set at $13,200 per day. Bids must be submitted electronically via the OpenGov Procurement portal, with a final deadline of October 29, 2026, at 3:00 PM PT. Submission requirements include a bid guarantee of at least 10 percent of the bid amount and certification of a mandatory pre-bid job walk. Awarded contractors must provide Labor and Material Payment and Performance Bonds for 100 percent of the contract sum. The scope of work includes strict adherence to local noise ordinances, prevailing wage requirements, and technical specifications for potable water materials and electrical labeling. Performance is subject to inspection by the City and its designated engineers at both the project site and the place of manufacture.
D500 PUBLIC WORKS - ENGINEERING DIVISION

POSTED

about 9 hours ago

DEADLINE

in 9 days
NAICS: 237990
New
SLED
FDC-214-102565.1
Solicitation # FDC-214-102565
Project FDC-214-102565.1 involves the demolition of an existing concrete dam and associated infrastructure at Ryerson Station State Park in Richhill Township, Greene County, Pennsylvania. Managed by the Pennsylvania Department of Conservation and Natural Resources, the scope of work encompasses site preparation, including the installation and removal of erosion and sediment control measures and the implementation of a traffic control plan. Technical requirements include stripping and stockpiling topsoil, surface water control, dewatering subgrades, excavation, and the placement of select fill. The project concludes with site restoration, including topsoil application and seeding in all disturbed areas. All work must adhere to specific ASTM International standards for soil analysis and compaction, and the contractor is required to provide a complete set of as-built drawings upon completion. The contract will be awarded to the lowest responsible and responsive bidder, with an engineer's estimate exceeding 1 million dollars. Bidders must meet mandatory participation goals of 19 percent for Small Disadvantaged Businesses and 3 percent for Veteran Business Enterprises. Required securities include a bid guaranty, a 100 percent performance bond, a 100 percent material and labor payment bond, and a 50 percent maintenance bond. Contractors must comply with extensive Pennsylvania state labor laws, including the Prevailing Wage Act and the Construction Workplace Misclassification Act. Payments are processed via Automated Clearing House, and the contractor is responsible for engaging an independent testing laboratory for quality control services, subject to oversight by the Department's quality assurance program.
Commonwealth of Pennsylvania - Department of Conservation and Natural Resources

POSTED

about 15 hours ago

DEADLINE

in 15 days

AI Contract Overview

Show more

The U.S. Army Corps of Engineers, Pittsburgh District, is seeking qualified small businesses to repair a deteriorated concrete section in the stairwell of the Intake Tower at Tionesta Creek Lake. The damaged area, located at elevation 1116.5, measures approximately 8 feet in height, 7 feet in width from the right wall, and at least 8 inches in depth, extending until sound concrete is encountered. The scope includes sounding the concrete to define demolition boundaries, removing all unsound material, and installing a non-shrink, low-pressure injection grout along the perimeter to minimize seepage from the gatewell. Reinforcement with horizontal, vertical, and bent-hook bars must be doweled and epoxied into the existing structure with a minimum three-inch clear cover. A concrete bonding agent is required on all exposed surfaces, and a hydrophilic waterstop must be installed at all joints to prevent future leakage. New concrete must be placed with proper vibration to ensure full consolidation and a uniform finish, with formwork installed flush to the existing wall. The work is classified under NAICS code 237990, and the procurement is structured as a 100% Small Business Set-Aside with a size standard of $45 million. The solicitation was posted on July 8, 2026, with proposals due by August 10, 2026. All inquiries and submissions must be directed to the designated point of contact at the Pittsburgh office, and additional guidance on contract modifications is available through the Corps’ official online playbook.

General Info

Repair deteriorated Intake Tower concrete, ensure watertightness; 100% small business set-aside, 365-day term.

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

477 Spillway Road, Tionesta, Pennsylvania , PA, 16353

Set-Aside

SBA

Documents

1

Site Visit Sign-In Sheet for W911WN26QA043

PDF, Low prioritysite-visit-sign-in-sheet
Low

AI Contract Breakdown

Uniform Contract Format

Sign up to view the full breakdown with detailed analysis of each section.

Timeline

2 updates
PhaseClosed
Posted

Presolicitation

Type Changed

Presolicitation → Solicitation

Notice updated

Notice details unchanged. Attachments may have changed.

Notice updated

The notice description changed.

Response Deadline

Deadline has passed

Submission Closed

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

Show more
AgencyDepartment Of Defense → W072 Endist Pittsburgh
Contacts2 people available
OfficePITTSBURGH, PA, 15222-4198, USA
Office AddressPITTSBURGH, PA, 15222-4198, USA

Full Description

Show more
The U.S. Army Corps of Engineers, Pittsburgh District, requires repairs to a deteriorated section of concrete within the stairwell of the Intake Tower at Tionesta Creek Lake. The repair is necessary to restore watertightness, prevent inundation of interior spaces during high-water events, and maintain safe access for project personnel. The deteriorated section of concrete is located at elevation 1116.5 and encompasses an area approximately 8 feet high from elevation 1116.5, 7 feet wide from the right wall, and at least 8 inches deep, or until the contractor encounters sound concrete. The contractor shall sound the concrete, mark the limits of demolition, and remove all unsound material. After demolition, a non-shrink, low-pressure injection grout shall be installed around the full perimeter of the existing concrete to reduce seepage from the gatewell into the stairwell. Reinforcement shall be installed, which includes horizontal, vertical, and bent-hook bars that are doweled and epoxied into the existing structure. All reinforcement must maintain a minimum clear cover of three inches. A concrete bonding agent shall be applied to all existing surfaces. A hydrophilic waterstop shall be installed along all vertical and horizontal joints to minimize future leakage. Formwork shall be set flush with the existing wall face, and new concrete shall be placed and vibrated to ensure full consolidation and a uniform finish. The North American Industrial Classification Code (NAICS) is 237990 ? Other Heavy and Civil Engineering Construction. The Small Business Size Standard is $45,000,000.00. This procurement is a 100% Small Business Set-Aside. All interested and capable offerors are encouraged to submit a quote. Information regarding the U.S. Army Corps of Engineers process for settling requests for equitable adjustments and duration goals to achieve definitization of equitable adjustments for change orders under construction contracts can be found by going to https://www.usace.army.mil/Strategic-Partnerships/Partnering/mod/129895/details/443/ then scrolling down on right hand side of page by clicking on ?View FFP Contract Changes Playbook Here?.

More opportunities from Department Of Defense → W072 Endist Pittsburgh

Same awarding agency

NAICS: 237990
New
Federal
JP Murtha Float Mooring Bitts Retrofit
Solicitation # W911WN27BA001
The United States Army Corps of Engineers, Pittsburgh District, is soliciting a Firm-Fixed-Price construction contract for the John P. Murtha Floating Mooring Bitts Retrofit at the John P. Murtha Locks and Dam in Westmoreland County, Pennsylvania. This project requires complex in-the-wet construction to install Government-furnished floating mooring bitts into contractor-fabricated embedded frames on the existing river chamber middle wall. The scope of work includes engineering design, the fabrication and installation of two structural steel dewatering boxes with a maximum 90-day duration, heavy concrete demolition using wire-sawing and core drilling, and the integration of cast-in-place concrete. The contractor must provide a fully compliant floating plant, certified commercial dive teams for underwater rigging and sealing, and adhere to EM 385-1-1 safety standards. The total period of performance is 730 calendar days following the Notice to Proceed. This is an unrestricted full and open solicitation under NAICS code 237990, with a small business size standard of 45 million dollars. Award will be granted to the lowest responsive and responsible offeror, with a 10 percent price evaluation preference provided to HUBZone firms. Bidders must be registered in the System for Award Management and the Procurement Integrated Enterprise Environment, where all electronic bids must be submitted. The contract is subject to the Davis-Bacon Act for wage determinations and requires a three-phase Quality Control System. Key deliverables include the fully operational mooring bitt assemblies and comprehensive quality control documentation. Performance and payment bonds are required, with the performance bond set at 100 percent of the original contract price.
Other Heavy and Civil Engineering Construction

POSTED

about 21 hours ago

DEADLINE

in 8 days
View Details
NAICS: 238210
New
Federal
RFI - Survey for Advance Contract Initiative Temporary Emergency Power
Solicitation # ACI-TEP-Survey
The Department of Defense, through the USACE Pittsburgh District, is conducting a sources-sought fact-finding exercise for an Advance Contract Initiative regarding Temporary Emergency Power. This initiative aims to establish a contract prior to federal declared emergencies to ensure rapid response capabilities across the United States and its territories. The current objective is to gather industry feedback on logistics, mobilization sequencing, subcontractor relationships, and cost drivers to inform future scope considerations and efficiency improvements. The scope of work involves providing all labor, equipment, and materials to support temporary emergency power activities through three phases: Mission Readiness, Mission Mobilization, and Mission Execution. Key responsibilities include conducting pre-installation inspections to determine generator sizing and connection methods, managing equipment at staging areas, and executing the installation of generators and external fuel tanks. Contractors must adhere to specific FEMA Bill of Materials standards and maintain 24-hour response operations. Operational requirements include the potential deployment of a five-person Advanced Echelon team and the appointment of a Site Safety and Health Officer. Performance is measured by the accuracy of installation assessments and the ability to mobilize assets to staging areas in a fully operational status. The process is governed by strict reporting timelines, including a 30-minute voice communication response standard and a 60-minute notification window for mishaps or incidents.
Electrical Contractors and Other Wiring Installation Contractors

POSTED

2 days ago

DEADLINE

in about 1 month
View Details
NAICS: 238160
New
Federal
Mosquito Lake Control Tower Structural Standing Seam Metal Roof Replacement
Solicitation # W911WN26QA062
The U.S. Army Corps of Engineers, Pittsburgh District, is soliciting quotes for a 100% Small Business Set-Aside project to replace the structural standing seam metal roof on the Control Tower Building at Mosquito Creek Lake in Cortland, Ohio. This non-commercial construction project, categorized under NAICS 238160, has a rough estimate between $150,000.00 and $350,000.00. The scope of work includes the demolition and disposal of the existing roof system, box gutters, scuppers, and lightning protection, as well as the refurbishment of up to 95 linear feet of cold-formed metal sub-framing. Additional requirements include rerouting vent and exhaust pipes through the masonry side wall, sealing and insulating the concrete roof slab to R-30, and installing a new gutter system and a certified, non-penetrating Lightning Protection System compliant with LPI 175, NFPA 780, and UL 96A. The project will be awarded as a single Firm-Fixed Price contract based on best value, evaluating both price and past performance. The performance period is 365 calendar days from the written Notice to Proceed, with work hours restricted to Monday through Friday, 7:00 AM to 4:00 PM. Key personnel requirements include a Project Superintendent and a Quality Control System Manager, each with at least five years of relevant experience, and a Site Safety and Health Officer meeting EM 385-1-1 qualifications. Performance and payment bonds are required if the contract price exceeds $150,000. Final acceptance is contingent upon successful watertightness testing per AAMA 501:2 procedures and the delivery of a UL Master Label or LPI Certificate of Conformance.
Roofing Contractors

POSTED

5 days ago

DEADLINE

in 2 days
View Details
NAICS: 237990
New
Federal
Canonsburg-Houston, Pennsylvania, Local Protection Project (LPP) PL84-99 Rehabilitation
Solicitation # W911WN27QA005
The U.S. Army Corps of Engineers, Pittsburgh District, is soliciting a Firm-Fixed-Price purchase order for the rehabilitation of the Canonsburg-Houston Local Protection Project in Strabane, Washington County, Pennsylvania. This total small business set-aside project, under NAICS 237990, focuses on restoring federal project integrity and design conveyance capacity along Chartiers Creek following severe storm damage. The scope of work includes vegetation clearing, the installation of erosion and sediment controls, the creation of temporary water diversions, and the removal and replacement of damaged geotextile fabric and riprap. The anticipated construction cost is between $150,000.00 and $350,000.00, with an expected award date of December 11, 2026. The project must be completed within 365 calendar days after the written Notice to Proceed, with a performance start window of 10 days. Work is restricted to weekdays from 7:30 AM to 4:00 PM. The government will award the contract based on best value, evaluating quotes on price and past performance. Key requirements include the provision of a Project Superintendent, a CQMC-certified Quality Control System Manager, and a dedicated Site Safety and Health Officer. Compliance with USACE EM 385-1-1 (2024) and the Davis-Bacon Act is mandatory. Performance and payment bonds are required at 100 percent of the original contract price, and liquidated damages for delays are set at $566.00 per calendar day.
Other Heavy and Civil Engineering Construction

POSTED

6 days ago

DEADLINE

in 26 days
View Details

Earlier notices in this NAICS code

Posted before this notice, open and closed

Find Active Opportunities Like This

Get AI-powered intelligence on the opportunities still open

Every page of the solicitation package shredded into a compliance breakdown

AI-powered matching based on your capabilities and past performance

Competitor and incumbent history on the requirement

Automated alerts on amendments, Q&A deadlines, and award

Miguel
Hillary
Keith Deutsch
Christine

Join 750+ contractors already using CLEATUS