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Published June 8, 2023 at 8:00 PM

Updated April 20, 2024

Site work and paving for a sidewalk / parking lot in Pella, Iowa. Completed plans call civil work for a sidewalk / parking lot.

General Nature of Improvements. The work generally consists of the following: Base Project: Excavation, Class 10 - 50 CY; Subdrain, Longitudinal, 4" Dia. - 245 LF; Subdrain Outlets and Connections, PVC or CMP, 4" or 6" - 1 EA; Intake Adjustment, Major - 4 EA; Curb and Gutter, 2' Wide x 7" Thick - 476 LF; PCC Pavement Samples and Testing - Lump Sum; Asphalt Overlay, Surface, 1/2", PG58-22S, 1M ESAL (3" Thick) - 1,000 TON; Removal of Sidewalk - 33 SY; Sidewalk, PCC, 6" Thick - 72 SY; Driveway, Granular - 85 TON; Full Depth Patches, PCC, 7" Thick - 51 SY; Subbase OverExcavation - 305 TON; Partial Depth Patches, PCC or Asphalt - 750 SY; Milling - 325 SY; Pavement Removal - 830 SY; Painted Pavement Markings, Solvent/Waterborne - 36 STA; Painted Symbols and Legends, Solvent/Waterborne - 5 EA; Temporary Traffic Control - Lump Sum; Seeding, Fertilizing, and Mulching, Type 1 Lawn Mixture - Lump Sum; Temporary Fence, Chain Link, 6' Height - 105 LF; and Mobilization - Lump Sum. Alternate 1: Excavation, Class 10 - 35 CY; Curb and Gutter, 2' Wide x 7" Thick - 450 LF; PCC Pavement Samples and Testing - Lump Sum; Asphalt Overlay, Surface, 1/2", PG58-22S, 1M ESAL (3" Thick) - 285 TON; Removal of Sidewalk - 32 SY; Sidewalk, PCC, 6" Thick - 260 SY; Detectable Warning Panels - 48 SF; Full Depth Patches, PCC, 7" Thick - 145 SY; Subbase Over-Excavation - 105 TON; Partial Depth Patches, PCC or Asphalt - 60 SY; Milling - 1,385 SY; Pavement Removal - 400 SY; PCC Beam Curb (18" Tall x 6" Wide) - 20 LF; Painted Pavement Markings, Solvent/Waterborne - 8 STA; Painted Symbols and Legends, Solvent/Waterborne - 1 EA; Temporary Traffic Control - Lump Sum; Seeding, Fertilizing, and Mulching, Type 1 Lawn Mixture - Lump Sum; and Mobilization - Lump Sum. - Bid Security Is Not Require

Post-Bid

Sidewalks / Parking Lot

$339,015.00

Public - City

Paving, Site Work

9

6

4

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