CJAG 2025 Culvert Sites.docx
DOCX document 17 MB Posted
- Attached to
- FY25 OHARNG CJAG Culvert Project Federal contract opportunity
- Solicitation number
- W91364-25-B-A008
About this file
The document is a detailed site plan for the FY25 OHARNG CJAG Culvert Project, outlining comprehensive culvert replacement and erosion repair services at Camp James A. Garfield Joint Military Training Center in Ravenna, Ohio. The project includes base bid and optional tasks for replacing multiple culverts across five different locations: Smalley Road (Tasks A and B), Road 5C (Task E), Magazine Road (Task F), and Randall Road (Task G). Specific replacements involve concrete box culverts, round concrete pipe (RCP) culverts, and installing rip rap for erosion protection, with dimensions and GPS coordinates provided for each site.
The solicitation is a 100% Service-Disabled Veteran-Owned Small Business set-aside under NAICS code 237110, with a firm fixed-price contract structure. Key dates include a mandatory pre-bid conference on August 7, 2025, questions deadline on August 20, 2025, and bid opening on August 28, 2025 at 11:00 AM. The contract establishes a 365-day performance period, requiring contractors to conduct comprehensive site investigations, including geotechnical surveys, hydraulic analysis, and wetland delineation. The project is issued by the Department of the Army Ohio Army National Guard, with all work to be performed at 8451 State Route 5, Ravenna, Ohio 44266.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening Sign-in Sheet.pdf | ||
| Bid Abstract1419.pdf | ||
| Bid Abstract 1419A.pdf | ||
| Questions-Answers.docx | DOCX document | |
| CJAG_Priority Structure Recommendations.pdf | ||
| SOW- CJAG 2025 Culverts_rev1.docx | DOCX document | |
| Att3_CJAG 2025 Culvert Sites_rev2.pdf | ||
| Specifications for Facility Management Electronic Deliverables.pdf | ||
| Questions-Answers.docx | DOCX document | |
| Questions-Answers.docx | DOCX document | |
| CJAG 2025 Culvert Sites_Att 3 Rev.pdf | ||
| Questions-Answers.docx | DOCX document | |
| Site Visit Sign In Roster.pdf | ||
| Questions-Answers.docx | DOCX document | |
| SOW- CJAG 2025 Culverts.docx | DOCX document | |
| CJAG 2025 Culvert_Construction Details.docx | DOCX document | |
| Instructions to Bidders.docx | DOCX document | |
| Wage Determination.pdf | ||
| Bid Form.docx | DOCX document | |
| Environmental Procedures.pdf | ||
| Solicitation - W9136425BA008.pdf |
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Text version
Overall Site Plan
OPTION 4, Task F: Magazine Rd Culverts OPTION 2, Task D: Erosion Repairs OPTION 3, Task E: Road 5C Culverts
OPTION 5, Task G: Randall Rd Culvert
BASE BID, Task B: Smalley Rd - Area 1A Culvert
BASE BID, Task A: Smalley Rd Box Culvert
Main Gate:
8451 State Route 5, Ravenna, OH
BASE BID, Task A: Smalley Rd Box Culvert (41.215351, -81.112647)
Design and construct replacement of 6’ x 6’ x 32’ long concrete box culvert.
BASE BID, Task B: Smalley Rd at Area 1-A (41.220903, -81.064154)
Design and construct replacement of 48” x 162’ RCP culvert and catch basin.
PN 3924007 CJAG 2025 CULVERT REPAIRS
ATTACHMENT 3 – SITE PLANS
OPTION 2, Task D: NFR 2.52 41.191962, -81.144529
Install rip rap to protect against erosion and scour along east abutment at inlet and outlet.
OPTION 2, Task D: NFR 1.32 41.191953, -81.121933
Install rip rap to protect each abutment at inlet and at eroded sections of ditch.
OPTION 2, Task D: GLR2 41.212077, -81.089277
Install rip rap at inlet and outlet to protect against erosion and scour.
OPTION 2, Task D: GLR3 41.214409, -81.086743
Install rip rap at inlet and outlet to protect against erosion and scour.
OPTION 3, Task E: Road 5C Culverts (41.189370, -81.130198) Replace 12” x 30’ culvert.
Replace 18” x 40’ culvert. Install half-height headwalls each end.
OPTION 4, Task F: Magazine Rd Culverts
d. Replace 42” RCP x 54’ culvert. Install full-height headwalls each end. Catch basin to be removed. Reroute roadside ditches to inlet.
c. Replace 18” x 38’ culvert. Install flared ends each end. Remove 18” x 34’ culvert and (2) catch basins and replace with swale.
a. Replace 18” x 38’ culvert. Install flared ends each end. Remove 18” x 34’ culvert and catch basin and replace with swale.
b. Replace 18” x 52’ culvert. Install flared ends each end.
OPTION 5, Task G: Randall Road Twin Culvert 41.2074, -81.0297
Replace twin 30” x 42’ culvert. Install half-height headwalls each end.
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