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Site work and paving for a mixed-use development in Chariton, 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.
Est. Value Notes: 1,776,808 Base + Alt#1 + Alt#2 Project Category Code: Pavement - Marking, Sidewalks/Curbs/Gutters, Concrete/Formed/Flatwork/Foundation, Street/Road Asphalt Resurfacing and Milling, Electrical Installation/Construction, Concrete Pavement, Sawcutting/Sidewalk/Pavement, ADA Curb Ramps, Traffic Control, Alley (Resurfacing or Reconstruction), Pavement Removal, Excavation, Stormwater Improvements, Paving (Asphalt or Concrete), Street/Road Concrete Reconstruction, Roadway Pavement Markings, Storm Drain and Paving, Street/Roadway Reconstruction , Street/Road Pavement Marking, Utility Street Construction and Excavation, Masonry Construction & Restoration, Sitework/Excavating and Grading, Curbs, Concrete Pavement Removal, Pavers/Permeable Pavers Description: Base Project: Excavation, Class 10 - 850 CY; Subbase, Granular, Class 'A', 4" Thick - 4,250 SY; Subbase, Granular, Class 'A', 6" Thick - 2,280 SY; Trench Foundation - 25 TON; Trench Compaction Testing - Lump Sum; Storm Sewer, Trenched, 12" - 770 LF; Storm Sewer, Trenched, PVC AWWA C900, 12" - 40 LF; Storm Sewer, Trenched, 15" - 810 LF; Storm Sewer, Trenched, PVC AWWA C900, 16" - 40 LF; Removal of Storm Sewer, <= 18" - 100 LF; Relocate Existing Water Main - 4 EA; Manhole, SW-401, 48" Dia. - 3 EA; Manhole, SW-402, 4'x4' - 1 EA; Intake, SW-501 - 15 EA; Intake, SW-502, 48" Dia. - 1 EA; Intake, SW-541, Open-Throat - 1 EA; Intake, 8" PVC Area Drain - 2 EA; Connection to Existing Manhole - 2 EA; Remove Existing Intake - 4 EA; Pavement, PCC, 7" Thick - 1,560 SY; Curb and Gutter, 2' Wide x 7" Thick - 140 LF; Beam Curb (per Plan) - 825 LF; PCC Pavement Samples and Testing - Lump Sum; Pavement, HMA, 6" Thick - 1,180 SY; HMA Pavement Samples and Testing - Lump Sum; Removal of Sidewalk - 2,555 SY; Removal of Driveway - 1,005 SY; Sidewalk, PCC, 5" Thick - 3,190 SY; Brick Pavers - 4,252 SF; Concrete Subbase (for Pavers) - 4,252 SF; Detectable Warnings - 340 SF; Driveway, Paved, PCC, 6" or 7" Thick - 100 SY; Pavement Removal - 3,070 SY; Curb and Gutter Removal - 140 LF; Painted Pavement Markings, Solvent/Waterborne - 47 STA; Pavement Markings Removed - 20 STA; Temporary Traffic Control - Lump Sum; Remove and Reinstall Sign (per Plan) - 32 EA; Conventional Seeding, Fertilizing and Mulching - Lump Sum; Mobilization - Lump Sum; Temporary Granular Sidewalk - 300 TON; Removal of Existing Light Poles - Lump Sum; Abandon Room Below Sidewalk (103 Main St.) - Lump Sum; Abandon Room Below Sidewalk (107 Main St.) - Lump Sum; Abandon Room Below Sidewalk (109 Main St.) - Lump Sum; Abandon Room Below Sidewalk (113 Main St.) - Lump Sum; Abandon Room Below Sidewalk (119 Main St.) - Lump Sum; Abandon Room Below Sidewalk (125 Main St.) - Lump Sum; Abandon Room Below Sidewalk (129 Main St.) - Lump Sum; Abandon Room Below Sidewalk (929-931 Braden Ave.) - Lump Sum; Abandon Room Below Sidewalk (913 Braden Ave.) - Lump Sum; Abandon Room Below Sidewalk (927 Braden Ave.) - Lump Sum; Abandon Room Below Sidewalk (128 Grand St.) - Lump Sum; Abandon Room Below Sidewalk (126 Grand St.) - Lump Sum; Abandon Room Below Sidewalk (124 Grand St.) - Lump Sum; Abandon Room Below Sidewalk (114 Grand St.) - Lump Sum; Abandon Room Below Sidewalk (112 Grand St.) - Lump Sum; Abandon Room Below Sidewalk (110 Grand St.) - Lump Sum; Abandon Room Below Sidewalk (108 Grand St.) - Lump Sum; Trees - 14 EA; Shrubs - 200 EA; Perennials - 214 EA; Planting Soil, 24" Thick - 206 CY; Bulbs - 454 EA; Hardwood Mulch - 206 CY; Light Poles, Bases, and Covers - 16 EA; Roadway Light Fixtures - 16 EA; Corner Pedestrian Light Fixtures - 8 EA; Banner Arms (2 Single) - 16 EA; Basket Arms (Single) - 8 EA; Speaker Arms (dual) 16 EA; Site Electrical Work (Wire, Conduits, Boxes and Distribution) - Lump Sum; Existing Utility Connection - Lump Sum; Site Low Voltage Work (Wire and Conduit) - Lump Sum Alternate #1: PA System Hardware - 32 EA Alternate #2: Colored Concrete, 5" Thick - 5,216 SF; Subbase, Granular, Class 'A', 4" Thick - 4,252 SF; Brick Pavers (Deduct) - 4,252 SF; Concrete Subbase for Pavers (Deduct) - 4,252 SF; Sidewalk, PCC, 5" Thick (Deduct) - 108 SY
Bid Results
Roads / Highways
$2,429,120.00
Public - City
Paving, Site Work
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S Main St & Court Ave, Chariton, IA
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