Privately Funded
Bidding Soon
Documents Available
Publicly Funded
Addenda Available
Post-Bid
Saving Project...
Site work and paving for a civil project in Milford, Iowa. Completed plans call for site work for a road / highway; and for paving for a road / highway.
Work to Be Done: ` Bid generally consists of approximately: 118.4 Units of Clearing and Grubbing; 1,144 CY of Topsoil, On-Site; 9,228 CY of Excavation, Class 10; 13,270 SY of 12" Subgrade Preparation; 3,294 SY of Modified Subbase, 2"; 13,270 SY of Modified Subbase, 6"; 404 LF of Removal of Know Pipe and Conduit, 4"; 20 LF of Removal of Know Pipe and Conduit, 6"; 642 LF of Removal of Know Pipe and Conduit, 8"; 29 LF of Storm Sewer, Trenched, Non-Perforated, Dual Wall, HDPE, 4"; 40 LF of Storm Sewer, Trenched, Non-Perforated, Dual Wall, HDPE, 4"; 6 LF of Storm Sewer Trenched, 2000D, RCP, 12"; 806 LF of Storm Sewer, Trenched, RCP 15"; 174 LF of Storm Sewer, Trenched, RCP 18"; 914 LF of Storm Sewer, Trenched, RCP 30"; 1,073 LF of Storm Sewer, Trenched, RCP 42"; 250 LF of Storm Sewer, Trenched, RCP 48"; 70 LF of Removal of Storm Sewer RCP < 18"; 1,070 LF of Removal of Storm Sewer, CMP, < 15"; 182 LF of Removal of Storm Sewer, PVC, 8"; 161 LF of Removal of Storm Sewer, HDPE, < 12"; 3 EA of Storm Sewer Abandonment, Plug; 6,495 LF of Subdrain, HDPE, Perforated, 6"; 42 EA of Subdrain Outlets and Connections, HDPE 6"; 17 LF of Water Main Trenched, Class 52 D.I.P, 6"; 558 LF of Water Main Trenched, Class 52 D.I.P, 10"; 85 LF of Water Main, Trenched, C900, 10"; 2 EA Fitting 22.5, Bend, 10"; 1 EA of Fitting 10"x6" Tee; 1 EA of Fitting 10"x10" Tee; 587 LF of Water Service Stub, Type K Soft Copper 1"; 15 EA of Water Service Corporation; 15 EA of Water Service Curb Stop and Box; 2 EA of Gate Valve, 10"; 3 EA of Fire Hydrant Assembly; 2 EA of Fire Hydrant Assembly Removal; 1 EA of Valve Removal; 1 EA of Valve Removal; 2 EA of Manhole, Rectangular Storm Sewer Manhole, SW-402 48"x48"; 2 EA of Manhole, Deep Well Rectangular Storm Sewer Manhole, SW-403 72"x72"; 5 EA Manhole, Tee-Section Storm Sewer Manhole, SW-405, 48" Dia.; 12 EA of Intake, Single Grate Intake, SW-501; 3 EA of Intake, Circular Single Grate Intakes, SW-502, 48"; 2 EA of Intake, Double Grate Intake, SW-505; 1 EA of Intake, SW- 507, Single Open-Throat Curb Intake, Small Box; 1 EA of Intake, Circular Area Intake, SW-512, 24"; 3 EA of Manhole Adjustment, Minor; 5 EA of Manhole Adjustment, Major; 8 EA of Removal of Intakes; 11,792 SY of Pavement, PCC, 8"; 437 SY of Removal of Sidewalk; 1,893 SY of Removal of Driveway; 355 SY of Shared Used Path, PCC, 5"; 454 SY of Shared Used Path, PCC, 6"; 476 SY of Sidewalk, PCC, 5"; 177 SY of Sidewalk, PCC, 6"; 145 SF of Detectable Warnings; 1,831 SY of Driveway, Paved, PCC, 6"; 4,304 SY of Driveway, Granular; 10,392 SY of Pavement Removal, HMA; 254 SY of Pavement Removal, PCC; 990 LF of Curb and Gutter Removal; 1 LS of Temporary Traffic Control; 1.4 AC of Conventional Seeding, Seeding, Fertilizing, and HydroMulching; 1 LS Storm Water Pollution Prevention Plan, Preparation; 1 LS Storm Water Pollution Prevention Plan, Management; 462 LF of Filter Sock, 8"; 462 LF of Filter Sock, Removal; 769 LF of Silt Fence; 256 LF of Silt Fence, Removal of Sediment; 256 Silt Fence, Removal of Device; 240 S.Y. of Stabilized Construction Entrance; 29 EA of Inlet Protection Device, Silt Sock, or Filter Sock, 8"; 29 EA Inlet Protection Device, Maintenance; 1 LS of Mobilization; 1 LS of Maintenance of Postal Service; 1 LS of Garbage; 18 EA of Remove and Salvage Signs; 50 LF of Water Main Casing, 14"; 40 LF of Water Main Steel Casing, 20"; 1 EA of Water Main Adjustment; 1 EA of Storm Sewer Reducer, 48"x54"; 3 SY of Remove, Salvage, and Replace Landscaping; 10 EA of Removal and Reinstallation of Mailbox; 1 LS of Concrete Washout; 1,800 SY of Temporary Access Road, 1,800 SY Temporary Access Road Maintenance, 382 SY of Blue Board Insulation; 2 EA of Special Connection 'C' Collar and other related items.
Post-Bid
Roads / Highways
$2,370,000.00
Public - City
Paving, Site Work
Trades Specified
Division 00 - Lorem Ipsum
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