Similar Projects
Fountain City Service Base Sustainment & Modernization
Design
Fountain City, WI

Port Washington Harbor Breakwater Repairs
Term Contract
Design
$1,000,000 to $5,000,000 est. value
Port Washington, WI

Lock Road - CTH U Storm Sewer, Golf Coarse Drive Storm Sewer and WPS Pond
Infrastructure
Bidding
$2,400,000 est. value
Wrightstown, WI 54180

Golf Course Drive Storm Sewer and Pond
Infrastructure
Bidding
$2,400,000 est. value
Wrightstown, WI 54180

Prospect Road Culvert
Post-Bid
Beaver Dam, WI 53916

Culverts
Term Contract
Post-Bid
WI

Operations Truck Ramp, Scale and Drainage Improvements
Results
Beloit, WI

South Fork Pheasant Branch Creek Repairs to Channel
Results
Madison, WI 53562

Ebner Coulee Box Culvert
Infrastructure
Bidding
La Crosse, WI

Concrete Culverts
Post-Bid
WI

Steam Pits 14 Replacement - General
Results
Less than $320,000 est. value
Stevens Point, WI 54481

Pewaukee-Brookfield Multi-use Path
Renovation, Infrastructure
Bidding
WI

Erosion Control Devices
Term Contract
Post-Bid
WI

Shoreline Stabilization
Results
Oconomowoc, WI 53066

Pond and Drainage System Construction
Post-Bid
De Pere, WI

Reported 12/02/2021 12:00 AM
Project Title

Excavation and Rebuilding of a Drainage Pond

Physical Address View project details and contacts
City, State (County) West Bend, WI   (Washington County)
Category(s) Heavy and Highway
Sub-Category(s) Shoreline/Erosion/Drainage
Contracting Method Competitive Bids.
Project Status Bidding
Bids Due View project details and contacts
Estimated Value
Plans Available from Municipal Agency
Owner View project details and contacts
Architect View project details and contacts
Description

Description of work: 1) Contractor is to obtain all necessary permits, contact Diggers Hotline, and protect the site from erosion. 2) Removal of trees and brush on the North and East sides of the existing pond, in rip-rap swale work area and in spoil dumping area. Chip or haul tree/brush debris. 3) Excavate swale from Hwy 144 culvert to pond. Furnish and install heavy-duty fabric and 4"- 8" rip-rap (440 tons.) Swale to be approximately 4" wide on the bottom with 45-degree sloped sides and approximately 2' deep. Include two 36" round by 16' metal culverts at tail crossing furnished, installed and properly backfilled. 4) Excavation of pond back to approximate original contour lines. See documents dated 6/1/2002. 5) Grade out spoil dumping area after material dries.

Details

Division 31 - Earthwork, Erosion and Sedimentation Controls.
Division 33 - Utilities, Storm Drainage Utilities, Ponds and Reservoirs.

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