Site work, new construction and renovation of a civil project in Clarksville, Indiana. Completed plans call for the renovation of a water / sewer project.

Installation of approximately 1,370 LF 6-inch force main, air release valves, manholes, and 270 LF of directional drilling under Silver Creek. Scope includes upgrades to Pump Station 32 involving new pumps, controls, a generator, and valve vault, as well as site work and pump station entrance drive improvements. Bonds: 5% Bid Bond, Certified Check required, 100% Performance Bond, 100% Payment Bond. *Estimated range is $800k to $1.2M.* *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. This project involves the installation of approximately: 1,370 LF 6" Force Main installation Associated air release valve/manholes. 270 LF Directional Drill under Silver Creek Pump Station 32 upgrades-including new pumps , controls, generator, valve vault Pump station entrance drive and site work Each BID must be submitted in a sealed envelope, addressed to the Town of Clarksville at 2000 Broadway, Clarksville, IN 47129 for the "Pump Station 32- Force Main Diversion and Renovation" and the envelope should bear on the outside the name of the BIDDER, his address , his license number if applicable and the name of the project for which the BID is submitted All questions or clarifications shall be submitted to Heritage Engineering by close of business on December 1 , 2026. The questions shall be submitted via email to Tony Marconi at tmarconi@heritageeng.com. Any addendum is scheduled to be issued by close of business on December 2, 2026 through Lynn Imaging. These specifications and accompanying drawings describe the work to be performed and the materials to be furnished for the construction of the Pump Station 32 Force Main and Rehabilitation Project for the Town of Clarksville Indiana. The Project generally consists of the following work elements: 1. Approximately 1,100 lineal feet of 6" PVC force main from the existing wet well to the proposed horizontal direction drill location at Silver Creek and picking up again on the north bank of Silver Creek to the existing sanitary sewer manhole near I-265. 2. Approximately 270 lineal feet of 6" HDPE force main horizontally direction drilled under Silver Creek. 3. 3 air release valves in 4'x4' below grade vaults 4. Install new top slab and access hatch on existing wet well. 5. 2 wastewater pumps rated at 417 gallons per minute (gpm) at 25.3' Total Dynamic Head (TDH). 6. Approximately 9 ' x 6.6' x 6' deep below grade, concrete valve vault and valves. 7. Demolish existing valve vault to below grade 8. Construct new flow meter vault 9. Diesel generator 10. 6" ductile iron force main connecting wet well and valve vault. 11. Associated mechanical, electrical and control work. 12. Control panel shelter 13. Disconnecting, capping and installing above ground connection to existing force main. 14. Entrance drive, fencing and gates