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

The City of Washington, Iowa hereinafter called the Jurisdiction, has need of a qualified contractor to complete the work comprising the below referenced improvement. The undersigned Bidder hereby proposes to complete the work comprising the below referenced improvement as specified in the contract documents, which are officially on file with the Jurisdiction in the office of the City Clerk, at the prices hereinafter provided in Part C of the Proposal, for the following described improvements: Est. Value Notes: DIV 1: $1,421,520.00; DIV 2: $206,000.00; TOTAL: $1,627,520.00. *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. Division 1: Clearing and Grubbing - Lump Sum; Excavation, Class 10 - 7,625 CY; Subgrade Preparation (12" Thick) - 7,620 SY; Subbase, Modified - 6,835 SY; Compaction Testing - Lump Sum; Subbase, Class 'A' - 345 SY; Trench Foundation - 50 TON; Trench Compaction Testing - Lump Sum; Sanitary Sewer Gravity Main, Trenched, PVC, 8" - 2,330 LF; Sanitary Sewer Force Main, Trenched, PVC, 2" - 65 LF; Sanitary Sewer Service Stub, PVC, 4" - 1,455 LF; Storm Sewer, Trenched, RCP, 12" - 28 LF; Storm Sewer, Trenched, RCP or C900 PVC, 12" - 22 LF; Storm Sewer, Trenched, RCP, 15" - 42 LF; Storm Sewer, Trenched, 15" - 765 LF; Storm Sewer, Trenched, 24" - 731 LF; Storm Sewer, Trenched, 30" - 140 LF; Pipe Apron, All Types, 15" - 3 EA; Pipe Apron, All Types, 30" - 1 EA; Pipe Apron Guard (30" Apron) - 1 EA; Subdrain (Longitudinal), 4" - 3,410 LF; Footing Drain Collector, PVC of HDPE, 8" - 1,030 LF; Footing Drain Cleanout, 8" - 5 EA; Subdrain Outlets and Connections, 4" or 6" - 12 EA; Footing Drain Outlets and Connections, 8" - 4 EA; Water Main, Trenched, C900 PVC, 4" - 90 LF; Water Main, Trenched, C900 PVC, 8" - 2,060 LF; Water Service Pipe, Trenched, Type K Copper, 1" - 1,625 LF; Water Service Corporation, 1" - 40 EA; Water Service Curb Stop and Box, 1" - 40 EA; Gate Valve, 8" - 8 EA; Fire Hydrant Assembly - 5 EA; Water Main Connection No. 1 - Lump Sum; Water Main Connection No. 2 - Lump Sum; Water Meter Pit - Lump Sum; Manhole, SW-301, 48" Dia. - 9 EA; Manhole, SW-401, 48" Dia. - 1 EA; Manhole, SW-401, 60" Dia. - 1 EA; Intake, SW-501 - 4 EA; Intake, SW-502 48" Dia. - 4 EA; Intake, SW-503 - 3 EA; Internal Drop Connection - 1 EA; Intake, SW-512, Case 1 18" Riser or PVC Area Drain - 1 EA; Pavement, PCC, 7" Thick - 6,345 SY; PCC Pavement Samples and Testing - Lump Sum; Driveway, Granular (Class 'A') - 75 TON; Driveway, Granular (Macadam Stone Base) - 75 TON; Pavement Removal - 200 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 - 40 TON; Silt Fence - 1,200 LF; Silt Fence, Removal of Sediment - 1,200 LF; Silt Fence, Removal of Device - 1,200 LF; and Mobilization - Lump Sum. Division 2: Trench Foundation - 20 TONS; Sanitary Sewer Gravity Main, Trenched, PVC, 8" - 16 LF; Sanitary Sewer Gravity Main, Trenchless, 8" - 510 LF; Manhole, SW-301, 48" Dia. - 2 EA; Connection to Existing Manhole - 1 EA; Hydraulic Seeding, Seeding, Fertilizing, and Mulching - Lump Sum; Mobilization - Lump Sum.