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Learn more →seeking to contract with a qualified Professional Administrator or Service Provider (individual/firm) to prepare the application and/or administer the awarded contract.
Posted Date
Dec 11, 2025
Due Date
Dec 30, 2025
Release: Dec 11, 2025
Close: Dec 30, 2025
seeking to contract with a qualified Professional Administrator or Service Provider (individual/firm) to prepare the application and/or administer the awarded contract.
AvailableWork includes approx 7,311 SY proof rolling; 188 LF 36" RCP lake drain culvert; 781 CY 12" stone riprap; 10 CY over excavation of soft spot. See attached file.
Posted Date
Jun 19, 2025
Due Date
Jul 30, 2025
Release: Jun 19, 2025
Close: Jul 30, 2025
Work includes approx 7,311 SY proof rolling; 188 LF 36" RCP lake drain culvert; 781 CY 12" stone riprap; 10 CY over excavation of soft spot. See attached file.
This Project provides for improvements along approx. 1,020 LF of Dam. Work includes Mobilization; Traffic Control - barricades, signs, traffic detours, etc.; SW3P - preparation, maintenance, and removal; Construction Materials Testing; Prepare Right-of-Way; Design, Engineer, and Construct Temporary Special Shoring; Primary Spillway Structure - Install Concrete Box Culverts (5'x5'), reinforced concrete intake structure, reinforced concrete wingwall structure; Construct Filter Diaphragm; Excavate Proposed Outfall Ditch; Install 12" Stone Rip Rap; Remove Existing Service & Emergency Spillways - all components in their entirety; Re-Grade Existing Outfall Ditch; Install Vegetated Geotextile; Excavate and/or Mill and Remove 12" of Existing Asphalt & Flex Base; Excavation; Embankment/Placement of Structural Fills; Proof Rolling; 6" Crushed Limestone Base (Type A, Grade 1-2); Asphaltic Prime Coat (0.20 gal/sy); 2" Hot-Mix Asphalt Concrete (Type D); Small Roadside Sign Assembly Installation; Pavement Striping and Reflectors; Permanent Hydromulch Seeding.
Posted Date
Dec 19, 2024
Due Date
Feb 3, 2025
Release: Dec 19, 2024
Close: Feb 3, 2025
This Project provides for improvements along approx. 1,020 LF of Dam. Work includes Mobilization; Traffic Control - barricades, signs, traffic detours, etc.; SW3P - preparation, maintenance, and removal; Construction Materials Testing; Prepare Right-of-Way; Design, Engineer, and Construct Temporary Special Shoring; Primary Spillway Structure - Install Concrete Box Culverts (5'x5'), reinforced concrete intake structure, reinforced concrete wingwall structure; Construct Filter Diaphragm; Excavate Proposed Outfall Ditch; Install 12" Stone Rip Rap; Remove Existing Service & Emergency Spillways - all components in their entirety; Re-Grade Existing Outfall Ditch; Install Vegetated Geotextile; Excavate and/or Mill and Remove 12" of Existing Asphalt & Flex Base; Excavation; Embankment/Placement of Structural Fills; Proof Rolling; 6" Crushed Limestone Base (Type A, Grade 1-2); Asphaltic Prime Coat (0.20 gal/sy); 2" Hot-Mix Asphalt Concrete (Type D); Small Roadside Sign Assembly Installation; Pavement Striping and Reflectors; Permanent Hydromulch Seeding.
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