Similar Projects
Des Moines River Basin, Saylorville Lake Roads, Trails and Infrastructure Maintenance IDIQ
Term Contract
Design
$10,000,000 to $25,000,000 est. value

Clinton CSD Sanitary Sewer Extension
Infrastructure
Bidding
Clinton, IA

Asphalt Alleys & Dead-End Street Resurfacing
Infrastructure
Bidding
Clinton, IA

700 blocks South 3rd Street and South 4th Street Reconstruction
Infrastructure
Post-Bid
Clinton, IA 52732

700 blocks South 3rd Street and South 4th Street Reconstruction
Infrastructure
Post-Bid
Clinton, IA 52732

Microsurfacing
Infrastructure
Results
IA

Fog Seal
Infrastructure
Results
IA

Asphalt Street Overlay
Infrastructure
Results
Clinton, IA

Camanche 2021 Street Improvements Phase 3
Infrastructure
Results
Camanche, IA 52730

Mill Creek Parkway Concrete Patching
Infrastructure
Results
Clinton, IA 52734

Fog Seal
Infrastructure
Results
IA

South 8th Street Sewer Separation
Infrastructure
Results
$1,014,200 est. value
Clinton, IA 52732

South 10th Street Sewer Separation
Infrastructure
Results
Clinton, IA 52732

South Clinton Sewer Separation
Infrastructure
Results
IA

PCC Patching
Infrastructure
Results

Last Updated 05/27/2022 10:53 AM
Project Title

Sanitary Sewer, 1600 Block Between Sanitary Sewer, 1600 Block Between North 2nd Street and Pershing Boulevard

Physical Address View project details and contacts
City, State (County) Clinton, IA 52732   (Clinton County)
Category(s) Heavy and Highway, Sewer and Water
Sub-Category(s) Paving/Reconstruction, Sanitary Sewers
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $124,915
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This project includes the reconstruction of the of the alley in the 1600 block between North 2nd Street and Pershing Blvd. In addition to reconstructing the surface of the alley, we will be completely removing and replacing the sanitary sewer in this block of alley. Removal of the alley will require removal of nearly 600 SY of HMA surface and removal of one sanitary manhole. The new alley will consist of four inch (4?) HMA atop of a prepared sub-grade of the granular trench backfill. The new alley will be a twelve foot (12?) typical cross section of four inch (4?) HMA with a bit of special shaping of various widths along the east side. In all, this is approximately one hundred (100) TON of HMA. The sewer work will consist of connection to two (2) existing manholes, installation of two (2) sanitary manholes and connection of ten (10) laterals to the new sewer main. In order to connect to the existing manholes this will demand replacement of the roadway and driveway at the north and south ends, in total around one hundred twenty five (125) SY of seven inch (7?) PCC Road on twelve inch (12?) base and about one hundred (100) SY of seven inch (7?) PCC Driveway, road work will also need fifty feet (50?) of new curb.

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Precast Concrete.
Division 31 - Earthwork, Earthwork Methods.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Sanitary Sewerage Utilities, Sanitary Utility Sewerage Piping, Sanitary Utility Sewerage Force Mains, Sanitary Utility Sewerage Structures, Storm Drainage Utilities, Storm Drainage Structures.

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