Site work for a water / sewer project in Corning, Iowa. Working plans call for site work for a water / sewer project.

No bids received per owner General Nature of Improvements. The work generally consists of the following: Division 1 - Base Bid: Subgrade Preparation (6" Thick), 246 SY; Subgrade, Class 'A' Road Stone (6" Thick), 246 SY; Compaction Testing, 1 LS; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 2,535 LF; Sanitary Sewer Gravity Main, Trenchless, PVC, 8", 168 LF; Sanitary Sewer Force Main, Trenched, SDR 11, 2", 50 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 316 LF; Connection to Existing Manhole, 2 EA; Storm Sewer, Trenched, 8", 10 LF; Storm Sewer, Trenched, 12", 30 LF; Removal of Storm Sewer = 18", 40 LF; Lower Existing Water Main, 1 EA; Lower Existing Water Service, 1 EA; Manhole, Type SW-301, 48" Dia, 11 EA; Internal Drop Connection, 2 EA; Removal of Manhole, 7 EA; Abandon Existing Manhole, In-Place, 3 EA; Pavement, PCC, 7" Thick, 246 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Pavement, 246 SY; Removal of Sidewalk, 3 SY; Removal of Driveway, 307 SY; Sidewalk, PCC, 4" Thick, 3 SY; Driveway, Paved, PCC, 6" Thick, 307 SY; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS Division 1- Alternate 1: Subgrade Preparation (6" Thick), 23 SY; Subgrade, Class 'A' Road Stone (6" Thick), 23 SY; Compaction Testing, 1 LS; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 211 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 12 LF; Manhole, Type SW-301, 48" Dia, 1 EA; Pavement, PCC, 7" Thick, 23 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Pavement, 23 SY; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS Division 2 - Base Bid: Subgrade Preparation (6" Thick), 2,800 SY; Subgrade, Class 'A' Road Stone (6" Thick), 2,800 SY; Compaction Testing, 1 LS; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 3,099 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 408 LF; Connection to Existing Manhole, 1 EA; Lower Existing Water Main, 1 EA; Lower Existing Water Service, 1 EA; Manhole, Type SW-301, 48" Dia, 16 EA; Removal of Manhole, 12 EA; Abandon Existing Manhole, In-Place, 2 EA; Pavement, PCC, 7" Thick, 2,948 SY; Pavement, PCC, with Brick Surfacing, 139 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Pavement, 3,087 SY; Removal of Sidewalk, 41 SY; Removal of Driveway, 121 SY; Sidewalk, PCC, 4" Thick, 8 SY; Sidewalk, PCC, 6" Thick, 25 SY; Detectable Warning, 10 SF; Driveway, Paved, PCC, 6" Thick, 121 SY; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS Division 2 - Alternate 1: Compaction Testing, 1 LS; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 201 LF; Sanitary Sewer Gravity Main, Trenched, PVC, 12" 139 LF; Sanitary Sewer Gravity Main, Trenchless, PVC, 8", 155 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 82 LF; Manhole, Type SW-301, 48" Dia, 5 EA; Removal of Manhole, 5 EA; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS Division 2 - Alternate 2: Subgrade Preparation (6" Thick), 939 SY; Subgrade, Class 'A' Road Stone (6" Thick), 939 SY; Compaction Testing, 1 LS; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 1,058 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 68 LF; Connection to Existing Manhole, 1 EA; Manhole, Type SW-301, 48" Dia, 5 EA; Removal of Manhole, 4 EA; Abandon Existing Manhole, In-Place, 1 EA; Pavement, PCC, 7" Thick, 712 SY; Pavement, PCC, w/ Brick Surfacing, 249 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Pavement, 939 SY; Removal of Sidewalk, 28 SY; Removal of Driveway, 128 SY; Sidewalk, PCC, 6" Thick, 28 SY; Driveway, Paved, PCC, 6" Thick, 128 SY; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS Division 2 - Alternate 3: Subgrade Preparation (6" Thick), 954 SY; Subgrade, Class 'A' Road Stone (6" Thick), 954 SY; Compaction Testing, 1 LS; Trench Compaction - Sanitary Sewer, 1 LS; SanitaryG & A 3022607 Notice to Bidders - 3 4890-3479-0227\4 Sewer Gravity Main, Trenched, PVC, 8", 829 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 117 LF; Manhole, Type SW-301, 48" Dia, 5 EA; Removal of Manhole, 4 EA; Pavement PCC, 7" Thick, 954 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Pavement, 954 SY; Removal of Sidewalk, 16 SY; Removal of Driveway, 79 SY; Sidewalk, PCC, 6" Thick, 16 SY; Driveway, Paved, PCC, 6" Thick, 79 SY; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS Division 3 - Base Bid: Subgrade Preparation (6" Thick), 815 SY; Subgrade, Class 'A' Road Stone (6" Thick), 815 SY; Compaction Testing, 1 LS; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 1,256 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 160 LF; Lower Existing Water Main, 1 EA; Lower Existing Water Service, 1 EA; Manhole, Type SW-301, 48" Dia, 11 EA; Internal Drop Connection, 2 EA; Removal of Manhole, 10 EA; Pavement, PCC, 7" Thick, 815 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Pavement, 815 SY; Removal of Sidewalk, 18 SY; Removal of Driveway, 50 SY; Sidewalk, PCC, 4" Thick, 14 SY; Sidewalk, Paved, PCC, 6" Thick, 4 SY; Detectable Warning, 10 SF; Driveway, Paved, PCC, 6" Thick, 50 SY; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS Division 3 - Alternate 1: Subgrade Preparation (6" Thick), 384 SY; Subgrade, Class 'A' Road Stone (6" Thick), 384 SY; Compaction Testing, 1 LS; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 246 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 36 LF; Manhole, Type SW-301, 48" Dia, 2 EA; Internal Drop Connection, 1 EA; Removal of Manhole, 2 EA; Pavement, PCC, 7" Thick, 384 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Pavement, 384 SY; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS Division 3 - Alternate 2: Subgrade Preparation (6" Thick), 67 SY; Subgrade, Class 'A' Road Stone (6" Thick), 67 SY; Compaction Testing, 1 LS; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 368 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 20 LF; Storm Sewer, Trenched, 8", 15 LF; Storm Sewer, Trenched, 12", 15 LF; Removal of Storm Sewer = 18", 30 LF; Manhole, Type SW-301, 48" Dia, 2 EA; Removal of Manhole, 2 EA; Pavement, PCC, 7" Thick, 67 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Pavement, 67 SY; Seeding, 1 LS; Temporary Traffic Control, 1 LS; Mobilization, 1 LS Division 4 - Base Bid: Subgrade Preparation (6" Thick), 1,210 SY; Compaction Testing, 1 LS; Trench Foundation, 75 TON; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 2,780 LF; Sanitary Sewer Force Main, Trenched, SDR 11, 2", 5 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 467 LF; Manhole, Type SW-301, 48" Dia, 12 EA; Removal of Manhole, 6 EA; Abandon Existing Manhole, In-Place, 2 EA; Pavement, PCC, 7" Thick, 1,430 SY; Pavement, PCC, 8" Thick, 1,990 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Sidewalk, 7 SY; Removal of Driveway, 230 SY; Sidewalk, PCC, 4" Thick, 4 SY; Sidewalk, PCC, 6" Thick, 3 SY; Detectable Warnings, 8 SF; Driveway, Paved, PCC, 6" Thick, 230 SY; Driveway, Granular, 23 TON; Subbase Over-excavation, 1,160 TON; Pavement Removal, 160 SY; Type B Granular Shoulders, 3.440 TON; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS Division 4 - Alternate 1: Trench Foundation, 30 TON; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 427 LF; Sanitary Sewer Gravity Main, Trenched, PVC, 10", 6 LF; Sanitary Sewer Force Main, Trenched, DIP or PVC, 6", 6 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 228 LF; Manhole, Type SW-301, 48" Dia, 4 EA; Removal of Manhole, 3 EA; Pavement, PCC, 7" Thick, 857 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Sidewalk, 10 SY; Removal of Driveway, 30 SY; Sidewalk, PCC, 4" Thick, 10 SY; Driveway, Paved, PCC, 6" Thick, 30 SY; Subbase Over-excavation, 275 TON; Pavement Removal, 857 SY; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LSG & A 3022607 Notice to Bidders - 4 4890-3479-0227\4 Division 4 - Alternate 2: Class 13 Excavation, 8 CY; Trench Foundation, 35 TON; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 972 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 350 LF; Sanitary Sewer Gravity Main, Trenched, RCP, 12", 14 LF; Sanitary Sewer Gravity Main, Trenched, RCP, 18", 5 LF; Manhole, Type SW-301, 48" Dia, 1 EA; Intake, SW-506, 3 EA; Removal of Intake, 2 EA; Removal of Manhole, 1 EA; Pavement, PCC, 7" Thick, 1,730 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Sidewalk, 17 SY; Sidewalk, PCC, 6" Thick, 17 SY; Subbase Over-excavation, 550 TON; Pavement Removal, 1,730 SY; Temporary Traffic Control, 1 LS; Mobilization, 1 LS Division 4 - Alternate 3: Trench Foundation, 50 TON; Trench Compaction - Sanitary Sewer, 1 LS; Sanitary Sewer Gravity Main, Trenched, PVC, 8", 1,095 LF; Sanitary Sewer Gravity Main, Trenched, PVC, DR-18, 8", 20 LF; Sanitary Sewer Gravity Main, Trenched, PVC, 10", 15 LF; Sanitary Sewer Service Stub, PVC, 4" or 6", 285 LF; Lower Existing Water Main, 1 EA; Manhole, Type SW-301, 48" Dia, 5 EA; Removal of Manhole, 4 EA; Pavement, PCC, 7" Thick, 1,300 SY; PCC Pavement Samples and Testing, 1 LS; Removal of Sidewalk, 150 SY; Removal of Driveway, 12 SY; Sidewalk, PCC, 4" Thick, 137 SY; Sidewalk, PCC, 6" Thick, 13 SY; Detectable Warnings, 24 SF; Driveway, Paved, PCC, 6" Thick, 12 SY; Driveway, Granular, 8 TON; Subbase Over-excavation, 495 TON; Pavement Removal, 1,300 SY; Painted Pavement Markings, Solvent/Marking, 7 STA; Temporary Traffic Control, 1 LS; Seeding, 1 LS; Mobilization, 1 LS As of October 6, 2023, no rebid information available