Summary
The project consist of approx 1,089 LF 4" perf pipe drain; 100 LF 15" RC pipe sewer; 149 SY 7" concrete pavement. 1 LS mobilization; 3 EA remove manhole (sanitary); 179 LF sawing bituminous pavement (full depth); 23 LF remove storm sewer pipe; 103 LF remove sanitary sewer pipe; 72 LF remove curb & gutter; 2001 SY remove bituminous pavement; 678 SY remove concrete walk & pavement; 1 LS dewatering; 2305 CY common excavation (p); 580 CY subgrade excavation; 1055 CY select granular embankment (CV) (p); 580 CY stabilizing aggregate (CV); 500 CY granular embankment (cv); 185 CY common embankment (CV) (p); 2679 SY geotextile fabric type 11; 28 CY aggregate surfacing (CV) class i; 750 CY aggregate base (CV) class 5 (p); 490 TN type SP 12.5 wearing course mix (2,b); 1089 LF 4" perf tp pipe drain. See attached file.