Description: The Work shall consist of all labor, equipment, fees, permits, and other related costs necessary to provide for the installation of approx 300" of new 8' PVC sewer main, three new sewer manholes, and five new 6' PVC sewer laterals to serve 283, 290, 295, 296, and 298 Wolcott Hill Road, Wethersfield, including all temporary and permanent surface restoration associated with the work, along with support equipment and accessories.
SpecialDistrict · CT, US
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CityAL
Jul 22, 2026
Closes
Aug 12, 2026
Contract 2 - Wastewater Gravity Sewer Rehabilitation and Extension for the City of includes approx. 115,290 LF of smoke testing and 370 LF of 8″ PVC Gravity Sewer.
CountyMD
Aug 7, 2026
Closes
Sep 9, 2026
Work includes 1300, LF of 3" hdpe sdr9 water main, 1750 LF of 2" hdpe sdr9 water main, 1 EA of air release valve, 200 TN hot mix asphalt - patch, 150 TN hot mix asphalt - overlay, 40 TN cr-6 driveway stone, erosion and sediment control, 1 EA 2 gate valve and box, 5 CY test pit excavation (contingent), 5 CY rock excavation (contingent), traffic control. See attached file.
CityCT
Jul 27, 2026
Closes
Aug 13, 2026
Work include 2,600 LF 10" c-900 sanitary sewer forcemain; 50 CY trench excavation; 200 SY pavement repair, permanent (town roads); 600 SY pavement repair, permanent (1850 post road east).
CityOK
Jul 30, 2026
Closes
Aug 24, 2026
Storm sewer extension work includes construction of a new relief storm sewer line. Work generally includes asphalt removal/replace, erosion control, earthwork, storm sewer improvements, creek outfall protection including gabion baskets and gabion mattress, aggregate surfacing, and parking stall re-striping in select areas. Removals, Replacements, and Eartwork: 2 EA Tree Removals (28" dia. and 14" dia.); 548 SY remove/replace existing asphalt, 6"; 241 SY remove/replace 6" aggregate surfacing (gravel drive); Miscellaneous grading at creek outfall at pipe end section installation. Storm Sewer: 814 LF 30" RCP, Class III (w/Type A aggregate backfill beneath pavement). 3 EA storm manhole and 1 EA area inlet. 1 EA connection to existing 9th Street storm sewer manhole. 1 EA concrete headwall with end section at creek outfall. Gabion baskets and mattresses supporting pipe end section at creek outfall.
