Similar Projects
September 2021 Bond - Melcher-Dallas School District
New Construction, Renovation, Infrastructure
Conception
$5,750,000 CJ est. value
Melcher Dal, IA 50062

W. Washington Street and Fifield Road Intersection Improvements
Infrastructure
Design
$291,255 CJ est. value
Pella, IA 50219

W. Washington Street and Fifield Road Intersection Improvements
Infrastructure
Design
$291,255 CJ est. value
Pella, IA 50219

Edwards Park Improvements
Infrastructure
Bidding
$135,000 CJ est. value
Knoxville, IA 50138

Edwards Park Improvements
Infrastructure
Bidding
$135,000 CJ est. value
Knoxville, IA 50138

PCC Patching - G28
Infrastructure
Results
IA

2022 Street Improvements
Renovation, Infrastructure - 109,998 SF
Results
$928,313 est. value
Knoxville, IA

Pella Corporation Airport Hangar Addition
Addition, Demolition, Infrastructure - 2,800 SF
Pending Verification
$3,000,000 CJ est. value
Pella, IA 50219

Old 163 Storage
New Construction, Infrastructure
Pending Verification
$5,500,000 CJ est. value
Pella, IA 50219

Knoxville Hospital & Clinics Emergency Department Expansion
Addition, New Construction, Infrastructure
Design
$21,000,000 CJ est. value
Knoxville, IA 50138

West Pleasant Street and IA Highway 5 Improvement Project
New Construction, Infrastructure
Bidding
$5,403,000 CJ est. value
Pleasantville, IA 50225

Hma Resurfacing with Milling
Infrastructure
Results
IA

RFQ D/B - 2-Phase Design-Build for Lake Red Rock and Saylorville Lake Administrative, Visitor Center and Maintenance Buildings
New Construction, Infrastructure
Design
$100,000,000 CJ est. value
Knoxville, IA 50138

Monroe Street Improvements
Infrastructure
Bidding
$175,990 CJ est. value
Pella, IA 50219

PCC Patching
Infrastructure
Results

Last Updated 01/18/2023 10:33 PM
Project Title

University Street and 8th Street Improvements

Physical Address View project details and contacts
City, State (County) Pella, IA 50219   (Marion County)
Category(s) Heavy and Highway, Sewer and Water
Sub-Category(s) Maintenance, Paving/Reconstruction, Sidewalks/Parking Lot, Site Development, Water Lines
Contracting Method Competitive Bids
Project Status Results, Construction start expected May 2022
Bids Due View project details and contacts
Estimated Value $986,390 [brand] Estimate
Plans Available from Civil Engineer
Owner View project details and contacts
Architect View project details and contacts
Description

Clearing and Grubbing - Lump Sum; Excavation, Class 10 - 2,000 CY; Subgrade Preparation (12" Thick) - 5,445 SY; Subbase, Modified - 5,445 SY; Compaction Testing - Lump Sum; Trench Foundation - 50 CY; Trench Compaction Testing (Water Main and Storm Sewer) - Lump Sum; Sanitary Sewer Gravity Main, Trenched, PVC, 10" - 20 LF; Storm Sewer, Trenched, RCP, 12" - 64 LF; Storm Sewer, Trenched, RCP, 15" - 830 LF; Storm Sewer, Trenched, RCP, 18" - 355 LF; Removal of Storm Sewer, All Types, <18" - 195 LF; Pipe Apron, RCP, 15" - 1 EA; Pipe Apron, RCP, 18" - 1 EA; Subdrain (Longitudinal), 4" - 2,950 LF; Footing Drain Collector, PVC or HDPE, 8" - 337 LF; Footing Drain Cleanout, PVC, 8" - 1 EA; Subdrain Outlets and Connections, 4" or 6" - 15 EA; Footing Drain Outlets and Connections, 8" - 1 EA; Storm Sewer Service Stub, PVC, 4" - 50 LF; Storm Sewer Service Stub, PVC, 6" - 15 LF; Water Main, Trenched, PVC, 4" - 5 LF; Water Main, Trenched, PVC, 6" - 5 LF; Water Main, Trenched, PVC, 8" - 1,330 LF; Valve, Gate, 6" - 1 EA; Valve, Gate, 8" - 3 EA; Fire Hydrant Assembly - 3 EA; Water Main Connection No. 1 - Lump Sum; Water Main Connection No. 2 - Lump Sum; Water Main Connection No. 3 - Lump Sum; Lower/Relocate Existing Water Service - 1 EA; Manhole, SW-401, 48" Dia. - 2 EA; Intake, SW-503 - 2 EA; Intake, SW-505 - 1 EA; Intake, SW-506 - 1 EA; Intake, SW-507 - 4 EA; Manhole Adjustment, Minor - 1 EA; Manhole Adjustment, Major - 1 EA; Remove Intake - 2 EA; Pavement, PCC, 7" Thick - 4,827 SY; PCC Pavement Samples and Testing - Lump Sum; Removal of Sidewalk - 475 SY; Removal of Driveway - 780 SY; Shared Use Path, PCC, 5" Thick (10' Width) - 805 SY; Sidewalk, PCC, 5" Thick - 125 SY; Sidewalk, PCC, 6" Thick - 80 SY; Detectable Warnings - 180 SF; Driveway, Paved, PCC, 6" Thick - 232 SY; Full Depth Patches - 90 SY; Subbase Over-excavation - 30 TON; Pavement Removal - 4,305 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 - 30 TON; Silt Fence - 400 LF; Silt Fence, Removal of Sediment - 400 LF; Silt Fence, Removal of Device - 400 LF; and Mobilization - Lump Sum.

Details

Division 31 - Earthwork, Earthwork Methods.
Division 32 - Exterior Improvements, Operation and Maintenance of Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.
Division 33 - Utilities, Instrumentation and Control for Utilities, Water Utilities, Water Utility Distribution Piping, Water Utility Distribution Equipment, Disinfecting of Water Utility Distribution, Water Utility Storage Tanks.
Division 34 - Transportation, Operation and Maintenance of Transportation.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents