Site work and paving for a mixed-use development in Pella, Iowa. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

Clearing and Grubbing - Lump Sum; Excavation, Class 10 - 2,000 CY; Subgrade Preparation (12" Thick) - 5,445 SY; Subbase, Modified - 5,445 SY; Compaction Testing - Lump Sum; Trench Foundation - 50 CY; Trench Compaction Testing (Water Main and Storm Sewer) - Lump Sum; Sanitary Sewer Gravity Main, Trenched, PVC, 10" - 20 LF; Storm Sewer, Trenched, RCP, 12" - 64 LF; Storm Sewer, Trenched, RCP, 15" - 830 LF; Storm Sewer, Trenched, RCP, 18" - 355 LF; Removal of Storm Sewer, All Types, <18" - 195 LF; Pipe Apron, RCP, 15" - 1 EA; Pipe Apron, RCP, 18" - 1 EA; Subdrain (Longitudinal), 4" - 2,950 LF; Footing Drain Collector, PVC or HDPE, 8" - 337 LF; Footing Drain Cleanout, PVC, 8" - 1 EA; Subdrain Outlets and Connections, 4" or 6" - 15 EA; Footing Drain Outlets and Connections, 8" - 1 EA; Storm Sewer Service Stub, PVC, 4" - 50 LF; Storm Sewer Service Stub, PVC, 6" - 15 LF; Water Main, Trenched, PVC, 4" - 5 LF; Water Main, Trenched, PVC, 6" - 5 LF; Water Main, Trenched, PVC, 8" - 1,330 LF; Valve, Gate, 6" - 1 EA; Valve, Gate, 8" - 3 EA; Fire Hydrant Assembly - 3 EA; Water Main Connection No. 1 - Lump Sum; Water Main Connection No. 2 - Lump Sum; Water Main Connection No. 3 - Lump Sum; Lower/Relocate Existing Water Service - 1 EA; Manhole, SW-401, 48" Dia. - 2 EA; Intake, SW-503 - 2 EA; Intake, SW-505 - 1 EA; Intake, SW-506 - 1 EA; Intake, SW-507 - 4 EA; Manhole Adjustment, Minor - 1 EA; Manhole Adjustment, Major - 1 EA; Remove Intake - 2 EA; Pavement, PCC, 7" Thick - 4,827 SY; PCC Pavement Samples and Testing - Lump Sum; Removal of Sidewalk - 475 SY; Removal of Driveway - 780 SY; Shared Use Path, PCC, 5" Thick (10' Width) - 805 SY; Sidewalk, PCC, 5" Thick - 125 SY; Sidewalk, PCC, 6" Thick - 80 SY; Detectable Warnings - 180 SF; Driveway, Paved, PCC, 6" Thick - 232 SY; Full Depth Patches - 90 SY; Subbase Over-excavation - 30 TON; Pavement Removal - 4,305 SY; Temporary Traffic Control - Lump Sum; Hydraulic Seeding, Seeding, Fertilizing, and Mulching - Lump Sum; SWPPP Preparation - Lump Sum; SWPPP Management - Lump Sum; Rip Rap, Class D - 30 TON; Silt Fence - 400 LF; Silt Fence, Removal of Sediment - 400 LF; Silt Fence, Removal of Device - 400 LF; and Mobilization - Lump Sum.