This Solicitation opportunity from Missouri was posted on December 23, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Top

Request for Proposal (RFP) New HEO Building Excavation and Footings

Closed

RFP-2025_ New HEO Building-0-2025/AAState & Local

Submission Closed01/09/2025, 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

Solicitation # 26-037-CIP

The SportsOhio PowerPlay Demolition project, identified as solicitation 26-037-CIP, is a City of Dublin, Ohio, contract for the demolition and restoration of specific areas at 6314 Cosgray Road. The scope of work includes the removal of the Can-Am/go cart track, batting cages, a concrete seating pad, associated walkway connections, and a mini golf course. The project has an engineer's estimate of $259,606.50 and must be completed by April 30, 2027. Key technical requirements include adhering to the 2026 City of Dublin and City of Columbus Construction and Material Specifications, following National Electric and Safety Codes, and ensuring tree clearing occurs specifically between October 1 and March 31. Bids are submitted via Bid Express and are evaluated based on a lowest and best analysis, with a strong preference for Ohio-based bidders or those from reciprocal border states. Qualified bidders must provide a bid guaranty per the Ohio Revised Code, evidence of similar experience, and a noncollusion affidavit. The contract mandates the payment of prevailing wages and requires the use of domestic source end products. Payment is structured monthly at a rate of 95% until the work is 50% complete, after which the retention amount may be reduced at the City's discretion. All inspections are managed by the City of Dublin, though the contractor must coordinate utility abandonment inspections with AEP, Columbia Gas, and other communications companies.

City of Dublin, OH - Engineering

POSTED

DEADLINE

Site Work, Grading, and LandscapingThis subcontract for Site Work, Grading, and Landscaping involves performing exterior improvements, site preparation, and irrigation services for prime contractors on Los Angeles Community College District campus projects. The scope of work includes executing comprehensive site work, landscaping, and both on-site and off-site improvements to deliver completed site enhancements. The selected contractor must strictly adhere to all District and Campus Standards as well as the Project Labor Agreement. This opportunity is based in Los Angeles, California, with a response deadline of November 25, 2026.

Los Angeles Community College District

POSTED

DEADLINE

Stormwater Facility O&M Services

POSTED

DEADLINE

ITB-26-22 - City Center Sport Complex Ballfields Restoration

Solicitation # ITB-26-22-CW

The City of Port Orange has issued solicitation ITB-26-22-CW for the restoration and reconstruction of the City Center Sport Complex Ballfields. The project involves approximately 8 acres of developed parkland situated on a former municipal landfill. The scope of work includes the excavation and removal of the upper three feet of soil, the identification and lawful disposal of buried waste, the installation of a reinforced geotextile membrane, and the subsequent replacement of fill and topsoil. Additionally, the contractor will rebuild the ballfields, parking lot, and associated site improvements. The contract term is 395 days, and the City intends to award the project to the lowest responsive and responsible bidder based solely on the Base Bid. Eligible bidders must be certified General Contractors licensed in the state of Florida. The submission process requires a comprehensive package including a bid bond equal to 5 percent of the total bid, a bonding capacity letter for 100 percent of the bid amount, and various compliance affidavits covering E-Verify, non-collusion, and public entity crimes. Bidders must also provide professional references and a statement of qualifications. Technical specifications mandate that off-site manufactured materials be ISO 9000 certified and that all work adhere to OSHA and Florida Department of Commerce safety regulations. Final acceptance of the project is contingent upon a certified financial inspection by the city and written approval from the Project Architect.

POSTED

DEADLINE

Earthwork and Site Preparation

POSTED

DEADLINE

Well Decommissioning and InstallationThis subcontract for the Town of Pembroke in Massachusetts involves the decommissioning and abandoning of the existing Well 4 and the subsequent installation of a new replacement, Well 4R. The selected contractor will be responsible for drilling and completing the new well, as well as installing a town-furnished 75 HP pump, motor, and pitless adapter. The project requires the use of specialized drilling rigs and well capping equipment to ensure the delivery of a fully operational new well and a properly decommissioned old well. The work is located on Center Street in Pembroke, Massachusetts, under NAICS code 238910. Interested parties must submit their responses by the deadline of November 18, 2026. This project is designed to support prime contractors managing water utility infrastructure improvements for the municipality.

POSTED

DEADLINE

Concrete & Earthwork SubcontractorThis subcontract for the Port Hueneme Water Agency in California involves site preparation and concrete support work for City Desalter Improvement projects located in Oxnard. The selected subcontractor will be responsible for performing earthwork and excavation according to Section 31 23 16 and concrete placement per Section 03 05 00 to deliver a prepared site and the necessary concrete pads and supports for the filtration system. The opportunity was posted on October 27, 2026, with a response deadline of November 17, 2026. Classified under NAICS code 238910, this project requires a specialized subcontractor to support prime contractors in completing critical infrastructure improvements for the agency.

Port Hueneme Water Agency

POSTED

DEADLINE

San Bernardino County Resiliency Upgrades

Solicitation # 20261026017

California Construction Authority

POSTED

DEADLINE

Geotechnical Drilling and Soil Sampling

California State University, Chico

POSTED

DEADLINE

Site Grading and Base ConstructionThis subcontract for Site Grading and Base Construction involves performing essential excavation and grading services for prime contractors on athletic field projects located in Milton, Massachusetts. The scope of work includes clearing and grubbing, rough grading, the installation of geotextile fabric, and the laying and compacting of crushed stone base layers. These activities are designed to ensure proper drainage and flatness, resulting in a stabilized sub-base ready for final turf installation. The project requires the use of specialized equipment, including excavators, graders, rollers, and crushed aggregate. Interested parties should note that the response deadline is November 10, 2026, with the work being performed at the Canton Avenue location in Milton. The contract falls under NAICS code 238910 and is managed through the Town of Milton.

POSTED

DEADLINE

Underground Fiberglass Tank Installation

POSTED

DEADLINE

Site Preparation & Earthworks

Triangle Housing

POSTED

about 19 hours ago

DEADLINE

in about 1 month

AI Contract Overview

The contract involves the excavation and installation of footings, piers, and walls in accordance with detailed plans provided by Toth & Associates, dated December 6 and 18, 2024. The scope includes supplying all necessary materials and labor to construct a 100-foot by 400-foot foundation, with the building pad's finished floor elevation set at 952.50 feet and the rough grading at 952.00 feet. Excavation and backfilling of footings are to be performed to the rough grade level, with excess spoil material to be left on-site for use. The contractor is responsible for providing and installing all anchor bolts, establishing layout from control points supplied by others, and coordinating the foundation work with the owner’s PEMB building plans. Additionally, the contractor must provide all temporary facilities and equipment needed to complete the project, ensuring proper integration with civil plans and site requirements. This project is solicited through a Request for Proposal (RFP) issued by the Missouri State Technical College, with a response deadline of January 9, 2025. The contract size is estimated between $500,000 and $1,500,000, and the work is located in Missouri. The scope emphasizes comprehensive site preparation, precise foundation work, and coordination with other project plans to ensure the successful construction of the new building foundation.

General Info

Agency

State Technical College of Missouri

NAICS

238910 - Site Preparation Contractors

Place of Performance

MO, USA

Set-Aside

NONE

Documents

No documents available

Documents will appear here when they are available.

AI Contract Breakdown

Uniform Contract Format

No documents to break down

The breakdown needs solicitation documents. None were found from this contract's source.

Timeline

PhaseClosed

PostedDec 23

Solicitation

Response DeadlineJan 9

Deadline has passed

Submission Closed

01/09/2025, 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

AgencyState Technical College of Missouri

ContactsNo contacts available

OfficeN/A

Organization / Agency

State Technical College of Missouri

Office AddressN/A

ContactsNo contact information available

Full Description

Excavation and Installation of footings, piers and walls per attached plans. Provide all materials and labor necessary to install the 100’x400’ foundation per Toth & Associates plans dated 12/06/2024. Provide rough grading and building pad per civil plan by Toth & Associates plan dated 12/18/24. Building pad Finished Floor elevation to be 952.50’. Rough Grade is to be at 952.00’. Excavate and Backfill footings to 952.00’. Excess spoils to be left and used on site. Provide and install all anchor bolts. Provide all necessary layout from control point proved by others. Provide all temporary facilities and equipment required to complete project. Coordinate foundation plan with owner provided PEMB building plans.