Notice ID: c347d375abef455daa1c80a7235c2731Solicitation
Guardrail Installation, Mansfield Hollow Lake, Mansfield, CT
Active, responses due . Full description on SAM.gov.
Description
THE WORK CONSISTS OF: Furnish all equipment, materials, and labor for the provision and installation of approximately 250 linear feet of new pressure-treated guardrail at Mansfield Hollow Dam, Mansfield, CT in accordance with the following requirements and Statement of Work.
The magnitude of construction is between $25,000 and $100,000. For additional information on construction contracts awarded to small businesses please visit: Partnering With Us (army.mil).
This procurement is set-aside for small business vendors. The applicable NAICS code is 237310 with a Small Business Size Standard of $45 Million.
ALL VENDORS MUST HAVE AN ACTIVE REGISTRATION IN SAM.GOV AT THE TIME OF SUBMISSION IN ORDER TO BE CONSIDERED. ANY VENDOR THAT DOES NOT HAVE AN ACTIVE SAM.GOV REGISTRATION WILL BE REJECTED AS NON RESPONSIVE.
Overview
Agency:
Department of WarDepartment of the Army
Office:US ARMY CORPS OF ENGINEERS.ENGINEER DIVISION NORTH ATLANTIC.ENDIST NEW ENGLAND.W2SD ENDIST NEW ENGLAND
Posted:October 27, 2026
NAICS:237310: Highway, Street, and Bridge Construction
Last Updated:Oct 28, 2026
First published:
Last updated on SAM.gov:
PSC:Y1LB: CONSTRUCTION OF HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS
Set-Aside:Small Business Set Aside - Total
Type:Solicitation
Place of Performance:Not specified
Award Overview
Possible prior contracts
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Contacts
Contracting Officer
Primary Contact
Documents
Files (5)
- Download
Amendment W912WJ27QA003-0002.pdf
3.8 MBAdded in Solicitation version 7Posted - Download
Amendment W912WJ27QA003-0001.pdf
3.8 MBAdded in Solicitation version 4Posted - Download
Solicitation W912WJ27QA003.pdf
4.5 MBAdded in Solicitation version 2Posted - Download
Attachments 27QA003.pdf
12 MBAdded in Solicitation version 2Posted - Download
Solicitation Survey 27QA003.pdf
275 KBAdded in Solicitation version 2Posted
Lifecycle
- 6Version 6PresolicitationArchived
Guardrail Installation, Mansfield Hollow Lake, Mansfield, CT
- 2Version 2Solicitation
Type changed from Presolicitation to Solicitation
Guardrail Installation, Mansfield Hollow Lake, Mansfield, CT
- 3Version 3Solicitation
Guardrail Installation, Mansfield Hollow Lake, Mansfield, CT
- 4Version 4Solicitation
Guardrail Installation, Mansfield Hollow Lake, Mansfield, CT
- 7Version 7SolicitationCurrent
Guardrail Installation, Mansfield Hollow Lake, Mansfield, CT
Similar Opportunities
Title | Phase | Agency | NAICS | Set Aside | Posted | Deadline | Location |
|---|---|---|---|---|---|---|---|
Paving Repairs, Bourne Bridge, Bourne, MA | Solicitation | 237310 | Total Small Business Set-Aside | 01/23/2026 | 01/22/2026 | - | |
The U.S. Army Corps of Engineers, New England District is issuing a set aside for certified small business contractors for the East Access Road Repairs at the Union Village Dam in Thetford, Vermont. The NAICS code for the work described below is 237310 with a size standard of $45M. The period of performance will be 365 days. The estimated magnitude of this project is between $350,000 and $700,000 The work of this project involves reconstructing and repairing of a segment of the existing gravel road and a segment of the existing asphalt paved road, a riprap-lined roadside drainage ditch at a location on Buzzell Bridge Road, just east of the Union Village Dam in Thetford, Vermont is also included. The project includes an option bid item to complete the removal and disposal of existing asphalt pavement and the full depth hot mix asphalt replacement to the remaining asphalt paved road. As part of the base bid, the work will also include the full removal and offsite disposal of an existing large diameter pipe culvert with plastic flared end and the existing concrete drop inlet structure. The work also includes the installation of a new precast reinforced concrete box culvert, new precast reinforced concrete headwalls and wingwalls at the inlet and outlet ends of the new culvert and a new energy dissipator at the outlet end of the new culvert consisting of a rock riprap-lined stilling basin and rock riprap apron. Work will also include clearing and grubbing of trees and their offsite disposal, the removal and disposal of washed out, broken, and cracked existing asphalt pavement and removal silty subgrade soils, the removal, stockpiling, and reuse of existing 18-inch (d50) rock riprap, cleaning and re-adjustment to three existing concrete drop inlet structures and their plastic pipe culverts. The work will also include all necessary earthwork, such as, but not limited to excavation, filling, backfilling, trenching, compaction, and grading; placing topsoil and seeding at disturbed areas; and the placement, maintenance, inspection, and removal of erosion prevention and sedimentation controls measures. Please note that this solicitation is set aside for certified small businesses. Neither telephonic, mailed, nor faxed requests for hard copies of this solicitation will be accepted. The solicitation will only be available online; in order to view the solicitation offerors must access the System for Award Management website (www.sam.gov). In order to download the solicitation, bidders must access the Procurement Integrated Enterprise Environment (https://piee.eb.mil/). All responsible sources may submit a bid which shall be considered by the USACE New England District. | Solicitation | 237310 | Total Small Business Set-Aside | 08/27/2026 | 08/25/2026 | - | |
The U.S. Army Corps of Engineers – New England District is issuing a Pre-Solicitation Notice for Replacement of Pier Fender System, Plymouth Breakwater Footbridge, Plymouth, MA. THE WORK CONSISTS OF: The work of this project involves the replacement of the timber diagonal pile bracing at the east and west sets of piles and the replacement of the timber fendering system around the timber piles. Work will be conducted under the existing timber footbridge and over the tidal waters of Plymouth Harbor. During construction, the footbridge will remain open for public access to the crest of the Plymouth Breakwater. The construction range is between $100,00.00 and $250,000.00. This is not a request for offers at this time. The solicitation requirements and contract documents, to include instructions for submission, and the response date will be available on or about May 21, 2021. Neither telephonic, mailed nor faxed requests for hard copies of this solicitation will be accepted. The solicitation will only be available online; in order to download the solicitation offerors must access the Beta.Sam.Gov website (www.beta.sam.gov). This procurement is set-aside for small business vendors. The applicable NAICS code is 237310 with a Small Business Size Standard of $39.5 Million. ALL OFFERORS MUST HAVE AN ACTIVE REGISTRATION IN SAM.GOV AT THE TIME OF SUBMISSION IN ORDER TO BE CONSIDERED. ANY OFFEROR THAT DOES NOT HAVE AN ACTIVE SAM.GOV REGISTRATION WILL BE REJECTED AS NON RESPONSIVE. | Pre-Solicitation | 237310 | Total Small Business Set-Aside | 05/06/2021 | Open | Plymouth, MA | |
*** 20 October 2026 - Amendment W9127N26BA0240006 Bonneville Lock and Dam - Navigation Lock 1 Bridge Replacement *** This amendment affects changes to the Block 14 (Description of Amendment/Modification): CHANGE IN SOLICITATION SPECIFICATIONS: Solicitation Specifications, Section 01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS Paragraph 1.18.4 Traffic Control Plan (TCP) edited. CHANGE IN SOLICITATION ATTACHMENTS: Attachment A16 BN NL Bridge As Builts_combined drawings edited. (SEE ATTACHED AMENDMENT FOR CHANGES) *** 14 October 2026 - Amendment W9127N26BA0240006 Bonneville Lock and Dam - Navigation Lock 1 Bridge Replacement *** This amendment affects changes to the Block 14 (Description of Amendment/Modification): Solicitation Specifications, Section 01 45 00.00 25 QUALITY CONTROL Paragraph 3.8.1 GOVERNING FIELD TESTING STANDARDS AND FREQUENCIES added. Solicitation Specifications, Section 03 30 00.00 99 CAST-IN-PLACE REINFORCED CONCRETE Paragraph 3.13.1 GENERAL added. Remove drawing C-104 and replace with C-104 - MARK 1 - AMD-0006 – UPDATE TO DEMOLITION NOTES. Remove drawing C-106 and replace with C-106 - MARK 1 - AMD-0006 – UPDATE TO PAVING AREA AND NOTES, MARK 2 - AMD-0006 – UPDATE TO DEFINE FENCING AND GATE. Remove drawing C-102 and replace with C-102 – MARK 1 - AMD-0006 – UPDATE TO DEMOLITION NOTES. (SEE ATTACHED AMENDMENT FOR CHANGES) *** 01 October 2026 - Amendment W9127N26BA0240005 Bonneville Lock and Dam - Navigation Lock 1 Bridge Replacement *** This amendment effects changes to the Block 14 (Description of Amendment/Modification): The Solicitation Period is extended by 21 calendar days which changes the Solicitation Closing Date from October 8, 2026, to October 29, 2026. Solicitation Specifications, Section 01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS, Paragraph 1.18.4 Traffic Control Plan (TCP) edited. Solicitation Specifications, Section 01 45 00.25 25 CONSTRUCTION MANAGEMENT PLATFORM (CMP), Technical Section added in its entirety. (SEE ATTACHED AMENDMENT FOR CHANGES) *** 18 September 2026 - Amendment W9127N26BA0240004 Bonneville Lock and Dam - Navigation Lock 1 Bridge Replacement *** This amendment effects changes to the Block 14 (Description of Amendment/Modification): Solicitation Specifications, Section 31 68 13.00 99 – GROUND ANCHORS, Part 1 GENERAL, Paragraph 1.5.2 Qualifications are changed as detailed in the SUMMARY OF CHANGES. Solicitation Specifications, Section 31 73 20.00 99 – JET GROUTING, Part 1 GENERAL, Paragraph 1.7.1 Qualifications are changed as detailed in the SUMMARY OF CHANGES. Solicitation Specifications, Section 00 73 00 – Supplementary Conditions, Paragraph L. - COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984), the Period of Performance is amended as detailed in the SUMMARY OF CHANGES. This will allow for work to occur during the 2029 and 2030 In Water Work Window years. Environmental permits remain unchanged by this amendment. Marine Mammal protections as listed in the specification, and as governed by the IHA, included with the Attachments, remain in effect for the permitted years. No in water work, that is governed by IHA, will be allowed beyond the IHA permit years allowed. (SEE ATTACHED AMENDMENT FOR CHANGES) *** 09 September 2026 - Amendment W9127N26BA0240002 Bonneville Lock and Dam - Navigation Lock 1 Bridge Replacement *** This amendment effects changes to the Block 14 (Description of Amendment/Modification): Solicitation Specifications, Section 01 57 19.00 25 - TEMPORARY ENVIRONMENTAL CONTROLS, Part 3 EXECUTION, Paragraph 3.4.3 PROFESSIONAL ARCHAEOLOGICAL MONITOR. (SEE ATTACHED AMENDMENT FOR CHANGES) *** 03 September 2026 - Amendment W9127N26BA0240002 Bonneville Lock and Dam - Navigation Lock 1 Bridge Replacement*** This amendment effects changes to block 13 of Standard Form 1442, the Solicitation Specifications, Section 00 21 13 – Instruction to Bidders, and Section 00 21 00 – Instructions. Additionally, it extends the solicitation period and provides for an additional site visit. The Solicitation Period is extended by 20 calendar days which changes the Solicitation Closing Date from September 18, 2026, to October 8, 2026. Site Visit Registration. Send an email to Michael R. Carl via email at michael.r.carl@usace.army.mil and Courney R. Hollins at courtney.r.hollins@usace.army.mil by COB Wednesday, 09 September 2026, to register for the site visit and provide first name, last name, and company/organization name. Site visit attendees must be U.S. citizens and possess a REAL ID to access the site. Acceptable forms of proof of citizenship for anyone born outside the USA are: US Birth Certificate: Must be certified & issued by either a US State or the US State Department. US Passport Undamaged: Issued by the US Dept of State, without limitation, does not need to be current, is/was valid for 10 years for adults and 5 years for children under 16. US Passport Card Undamaged: Issued by the US Dept of State, without limitation, does not need to be current. US Certificate of Citizenship: Issued by US Citizenship and Immigration Service. Consular Report of Birth Abroad: Issued by the US State Department. US Naturalization Certificate: Issued by US Citizenship and Immigration Service. Enhanced Driver’s License: from Michigan, Minnesota, New York, Vermont, or Washington. Acceptable ID: Real ID driver’s license. Enhanced driver’s license. Federal Identification Cards PIC/CAC/PIV/Etc. Transportation Worker Identification Card (TWIC). United States Passport or United States Passport Card. Driver’s license issued by the Department of State. *** 27 August 2026 - Amendment W9127N26BA0240001 Bonneville Lock and Dam - Navigation Lock 1 Bridge Replacement*** This amendment inserts additional Government Furnished Information (GFI) as an attachment to the solicitation. The file “Power Line Layout” is provided for the Contractor’s information. The Government shall not be responsible for any interpretation of, or conclusion drawn, from the data or information by the Contractor. Information provided should be field verified by the Contractor. If there is a discrepancy between the solicitation plan set and the GFI, the solicitation plan set takes precedence. The project consists of replacing the existing bridge with a new fixed bridge on a new alignment and to provide for partial demolition of the existing bridge. The new fixed bridge will be a single-span steel girder bridge with a concrete deck. The bridge width will be 34’4½” out-to-out, with two 11’0” travel lanes, two 2’0” shoulders, a 5’0” sidewalk, and the superstructure will consist of four (4) built-up steel plate girders. The replacement bridge alignment is located immediately downstream of the existing bridge and, at its northern terminus, will fit entirely between the existing bridge and the Bonneville Power Administration transmission tower which is located to the south. Approach roadways will also be constructed to tie into the existing roadway alignment. The new fixed bridge will be located over the existing navigation channel and will provide an under clearance that is larger than is currently present under the existing bridge. The north abutment will be a concrete stub abutment with spread footing anchored into rock. The south abutment will be a concrete abutment that is supported by drilled shafts. To mitigate seismic hazards, portions of the existing bridge will be removed as part of the bridge construction requirement. The existing bridge provides for critical vehicular access to the Bonneville project that must remain open for the entirety of the construction project. This will likely require the contractor to construct the project in phases. In addition, lead and asbestos removal will be required as part of this requirement. Working within environmental and seasonal restrictions and barge crane lifting will be required in close proximity to a high voltage power line will also be necessary during performance of the required work. | Solicitation | 237310 | Total Small Business Set-Aside | 10/20/2026 | 10/29/2026 | Cascade Locks, OR | |
Award of the Phillips Parkway Haul Route - Cape Canaveral SFS, FL | Awarded | 237310 | Total Small Business Set-Aside | 09/30/2026 | Open | - |
Additional Details
Solicitation Number
W912WJ27QA003
Archive Date
Nov 14, 2026
Office Address
CONCORD, MA, 01742-2751