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Excavation of an existing retention pond to increase its capacity and installation of lighting along an existing pathway. Approx. 244 LF Install 12" RCP Class III, CIP; 110 CY 15" Thick Type R Stone (8") (Grouted) Rock Riprap;
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Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
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Get ahead of RFPs — target accounts planning budget or ending contracts soon
Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
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The City of Heath’s Economic Development Corporation (HEDC) and Municipal Benefits Corporation (HMBC) are soliciting proposals via RFP No. HTC-2026-01. Vendors must review the attached RFP documents and submit electronic proposals per the instructions; a pre‑proposal conference and Q&A timeline are provided on the posting. Proposals are due by 2:00 PM CT on February 19, 2026, and the posting opened on December 19, 2025.
Posted Date
Dec 19, 2025
Due Date
Feb 19, 2026
Release: Dec 19, 2025
Close: Feb 19, 2026
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The City of Heath’s Economic Development Corporation (HEDC) and Municipal Benefits Corporation (HMBC) are soliciting proposals via RFP No. HTC-2026-01. Vendors must review the attached RFP documents and submit electronic proposals per the instructions; a pre‑proposal conference and Q&A timeline are provided on the posting. Proposals are due by 2:00 PM CT on February 19, 2026, and the posting opened on December 19, 2025.
This solicitation requests construction services for improvements to Wright's Pond Recreation Area in Massachusetts. The project involves work described in the bid documents, which are accessible to registered members of the purchasing group. Bids are due by February 9, 2026, at 10:00 AM EST.
Posted Date
Jan 21, 2026
Due Date
Feb 9, 2026
Release: Jan 21, 2026
Close: Feb 9, 2026
This solicitation requests construction services for improvements to Wright's Pond Recreation Area in Massachusetts. The project involves work described in the bid documents, which are accessible to registered members of the purchasing group. Bids are due by February 9, 2026, at 10:00 AM EST.
AvailableImprovements to include the fenced dog park and splash pond; basketball court; bocce ball court; athletic field and play areas; pavilion; emergency services cot storage facility; a walking trail and sidewalk; parking lot expansion; and other park amenities as specified in the project plans and specifications.
Posted Date
Dec 16, 2025
Due Date
Jan 28, 2026
Release: Dec 16, 2025
Close: Jan 28, 2026
Improvements to include the fenced dog park and splash pond; basketball court; bocce ball court; athletic field and play areas; pavilion; emergency services cot storage facility; a walking trail and sidewalk; parking lot expansion; and other park amenities as specified in the project plans and specifications.
AvailableWork includes: 1,725 LF, Provide 6-IN American Water Works Association (AWWA) C-900 dimension ratio (DR)-18 polyvinyl chloride (PVC) water line by open cut, CIP; 350 LF, provide 2 IN PVC water line by open cut; 58 LF, remove and replace asphalt trench repair; 9 EA, provide a 6 IN gate valve and valve box, CIP; 28 SY, furnish and install concrete driveway approach; 430 SY, restore existing gravel driveways; 705 TN, hot mix asphalt pavement (2 1/2 IN thick, type D); 5,025 SY, lime-fly ash treated stabilization of material in place, 6 IN; 38 LF, remove and dispose of existing sanitary sewer and furnish and install a 6 IN ASTM D3034 SDR 26 sanitary sewer by open cut (all depths). See attached files.
Posted Date
-
Due Date
Jan 27, 2026
Close: Jan 27, 2026
Work includes: 1,725 LF, Provide 6-IN American Water Works Association (AWWA) C-900 dimension ratio (DR)-18 polyvinyl chloride (PVC) water line by open cut, CIP; 350 LF, provide 2 IN PVC water line by open cut; 58 LF, remove and replace asphalt trench repair; 9 EA, provide a 6 IN gate valve and valve box, CIP; 28 SY, furnish and install concrete driveway approach; 430 SY, restore existing gravel driveways; 705 TN, hot mix asphalt pavement (2 1/2 IN thick, type D); 5,025 SY, lime-fly ash treated stabilization of material in place, 6 IN; 38 LF, remove and dispose of existing sanitary sewer and furnish and install a 6 IN ASTM D3034 SDR 26 sanitary sewer by open cut (all depths). See attached files.
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