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This Solicitation opportunity from South Carolina was posted on October 20, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Suffolk Drive Drainage Improvements

Closed
27023State & Local

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NAICS: 237110
New
26350 Lynchburg, VA - CSO 70 Sewer Improvements
Solicitation # 2027-027
Cleary Construction is soliciting quotations from certified Disadvantaged Business Enterprises (DBEs) for labor, materials, and services for the City of Lynchburg CSO 70 Sewer Improvements project in Virginia. This solicitation, identified as IFB 2027-027, was posted on November 10, 2026, with a response deadline of December 4, 2026. The opportunity is open to various SBA-certified small business categories, including Veteran Owned, Service-Disabled Veteran Owned, Women-Owned, and HUBZone small businesses. The scope of work involves comprehensive sewer infrastructure improvements utilizing both open-cut and trenchless installation methods. Key deliverables include the installation of sanitary sewer pipes ranging from 6 to 30 inch PVC and 18 to 24 inch DIP, the construction of standard and doghouse manholes, and the execution of 24-inch diameter DIP trenchless crossings with associated launch and receiving shafts. Additional requirements include the fit out of a CSO regulator, outfall installation, and site work such as clearing 5,130 square yards of wooded areas, seeding, and fine grading. Contractors must also provide specialized services including SWPPP implementation and maintenance, geotechnical instrumentation and monitoring, and railroad insurance. The project involves significant excavation work, including extra depth excavation for pipes and manholes, as well as the abandonment of existing pipes and manholes. Interested firms should contact John Connelly at Cleary Construction for bid documents and to discuss subcontracting opportunities.
Cleary Construction, Inc.

POSTED

about 7 hours ago

DEADLINE

in 23 days
NAICS: 237110
New
IEUA Regional Water Recycling Plant No. 5(RP5) Offsite Facilities and Butterfield Lift Station
Solicitation # ieua-regional-water-recycling-plant-no-5rp5-offsite-facilities-butterfield-lift-station
The IEUA Regional Water Recycling Plant No. 5 Offsite Facilities and Butterfield Lift Station project, managed by Norstar Plumbing and Engineering, Inc. for the Inland Empire Utilities Agency, involves the comprehensive installation, commissioning, and delivery of critical water and sewer infrastructure in Chino, California. The scope of work is centered on four major components: the Butterfield Dual Force Main, the Mountain Avenue Lift Station, the RP-2 Lift Station, and the Butterfield Lift Station. The project requires all necessary labor, materials, and equipment to ensure a fully functional system, with specific technical requirements including AC paving, pipe and fitting installation, jack and bore operations, cold planing, demolition, potholing, welding, and the implementation of SWPPP. This solicitation is specifically targeted toward SBA certified HUBZone Small Businesses and Disadvantaged Business Enterprises, as well as other certified partners such as MBE, SBE, WBE, SBRA, and LSAF. Interested parties must submit their responses by the deadline of November 19, 2026, at 2:00 PM. Primary points of contact for the project are Destiny and Nathan Plummer of Norstar Plumbing and Engineering, Inc. All work must be performed in strict accordance with the provided bid documents and agency specifications.
Norstar Plumbing and Engineering, Inc

POSTED

about 7 hours ago

DEADLINE

in 8 days

AI Contract Overview

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Greenville County is soliciting bids for the Suffolk Drive Drainage Improvements project located in the Richmond Hills subdivision of Greenville, South Carolina. The primary objective is to enhance the drainage system across County right-of-ways and private properties. The scope of work includes the demolition of existing infrastructure, installation of new storm drainage lines using High Performance Polypropylene and aluminum arch pipes, and the placement of catch basins. Following the drainage installation, the contractor is responsible for site restoration, which includes replacing asphalt pavement, concrete driveways, and fences, as well as performing fine grading and stabilization through grassing or pine straw. The project is governed by Greenville County and SCDOT 2007 standard specifications, with County specifications taking precedence in the event of a conflict. Key administrative requirements include a 90-day completion timeline from the Notice to Proceed, with liquidated damages set at 150 dollars per day for delays. Bidders must provide a bid bond equal to 5 percent of the bid price, and the successful awardee must furnish performance and payment bonds for the total bid amount. Award evaluation is heavily weighted toward pricing, which accounts for 99 percent of the total score. All proposals must be submitted via the OpenGov system by October 29, 2026, at 4:30 PM.

General Info

Greenville County bids for Suffolk Drive drainage improvements due October 29, 2026.

Documents

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Timeline

3 updates
PhaseClosed
Posted

Solicitation

Deadline changed

Response deadline changed from Oct 21, 2026 to Oct 28, 2026.

Deadline changed

Response deadline changed from Oct 28, 2026 to Oct 29, 2026.

Notice updated

The notice description changed.

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencySouth Carolina → ENGINEERING
Contacts1 person available
OfficeGreenville, SC, 29601, USA
Organization / AgencySouth Carolina → ENGINEERING
Office AddressGreenville, SC, 29601, USA
Contacts

Interested Companies (40)

Alexander GradingPelzer, SC
Alliance Consulting EngineersColumbia, SC
AndersEasley, SC

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Full Description

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(See Project Summary)
Official Notice #1: Sign In Sheet: Attachments: sign_in_sheet_IFB_#27023.pdf
Addendum #1: This Addendum modifies and supplements the Bid Documents for the above-referenced project per discussions at the Pre-bid meeting: 1. REVISED DOCUMENTS The following documents are attached and replace the previously issued versions in their entirety: Revised Plans, Suffolk Drive Drainage Improvements Revised Bid Tabulation (Bid Form) 2. PLAN REVISIONS Sheet Dm-1 (Demolition Plan): Areas for concrete slab demolition have been increased. Areas for asphalt pavement removal and replacement have been increased. Sheet SD-1 (Storm Drainage Plan): Added 100 LF of 4" PVC pipe and 2 plastic drain boxes. Sheets Cv-1, Dt-1, Dt-2, Dt-3, and Prf-1 were not changed. 3. BID TABULATION REVISIONS Item No. Description Revision 3 Sawcut/Demo Asphalt Quantity increased 4 Sawcut/Demo Conc. Slab Quantity increased 11 Graded ABC, 6" thk. Quantity increased 13 H.M. Asphalt Surface, Type C Quantity increased 21 100 LF 4" PVC & 2 Plastic Drain Boxes New line item 27 6'H Custom Wood Privacy Fence Description revised to add "Custom" All other terms and conditions remain unchanged. Proposers must acknowledge receipt of this addendum with their proposal submission. Please use the See What Changed link to view all the changes made by this addendum.
Addendum #2: This Addendum modifies and supplements the Proposal Documents for the above-referenced project. Questions have been extended and may be submitted until 2:30 PM on 10/22/2026. The Proposal Due Date is extended to 4:30 PM on 10/29/2026. 1. REVISED DOCUMENTS The following documents are attached and replace the previously issued versions in their entirety: Attachment C: Revised Bid Proposal Form (Bid Tabulation), Rev03 Attachment D: Revised Project Description, Rev03 Attachment E: Revised Plans, Suffolk Drive Drainage Improvements, Rev03 The following document is added: Attachment O: Metro Connects Instructions to Contractors 2. PLAN REVISIONS (Attachment E) Sheet Dm-1 (Demolition Plan): Areas for concrete slab demolition have been further increased, and the concrete driveway will be replaced (see new Item 28 on the Bid Tabulation). Areas for asphalt pavement removal and replacement have been reduced. Removal of the 15" driveway pipe, 15" crossline and existing 4x4 CB at #7 Suffolk Drive has been deleted. Demolition of 15 LF of existing sewer lateral has been added. Sheet SD-1 (Storm Drainage Plan): System B (24" HPP and 4x4 yard inlet) has been deleted. System A has been revised from 30" HPP to 36" HPP. Replacement of 20 LF of 8" VCP sewer main with DIP or C900 has been added. The layout of the new sewer service at #7 Suffolk Drive has been revised, and a note has been added requiring slicing, removing and reinstalling sod during installation. Riprap has been reduced. 3. BID TABULATION REVISIONS (Attachment C) Item numbers have changed. Proposers shall price using the revised Bid Tabulation and electronic revised Pricing Proposal section Item No. Description Revision 3 Sawcut/Demo Asphalt Quantity decreased 4 Sawcut/Demo Conc. Slab Quantity increased 7 Cut/Remove/Cap 15 LF SS Lateral New line item (replaces Moving Items) 14 15" HPP Quantity decreased 15 36" HPP Description revised (previously 30" HPP) 18 Install New 4" PVC Sewer Service Quantity increased 19 Install 20 LF 8" DIP or C900 to replace exist. VCP Sewer Main New line item 21 Riprap, Class C Quantity decreased 28 Install Concrete Driveway, 4" thk, 4000 psi New line item n/a 24" HPP Deleted n/a 4X4 Yard Inlet Deleted n/a Moving Items Deleted All other terms and conditions remain unchanged. Proposers must acknowledge receipt of this addendum with their proposal submission. Please use the See What Changed link to view all the changes made by this addendum.

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