PALM STREET RECONSTRUCTION - Excavation, Class 10-570 CY; Subgrade Preparation (12" Thick) - 2,846 SY; Granular Subbase, Modified Subbase, 6" Thick - 2,846 SY, Compaction Testing - 1 LS; Trench Compaction Testing - 1 LS; Storm Sewer, Trenched, 15" - 106 LF; Pipe Culvert, Trenched, 18"-35 LF; Removal of Storm Sewer, <= 24"- 130 LF; Intake, Type SW-512, 24" Dia. -3 EA; Removal of Intake - 3 EA; PCC Pavement, 8" Thick - 2,481 SY; PCC Pavement Samples and Testing - 1 LS; Pavement Removal, Existing PCC - 140 SY; Pavement Removal, Existing Granular and Seal Coat- 2,417 SY; Granular Surfacing, Class 'A', 8" Thick - 275 SY; Removal of Driveway - 13 SY; Paved Driveway, PCC, 7" Thick - 81 SY; Temporary Traffic Control - 1 LS; Conventional Seeding, Fertilizing, and Mulching - 1 LS; Mobilization- 1 LS
