Construction Journal Try for free >
Similar Projects
Materials Recovery Facility Single Stream System Design
Infrastructure
Bidding
Chittenden, VT
Chester STP Culv(60)
Infrastructure
Bidding
$500,000 to $1,000,000 est. value
Chester, VT
Garvin Hill Road and Grout Road Project
Infrastructure
Post-Bid
$25,000 est. value
Hartland, VT
Chester TAP TA17(9)
Infrastructure
Post-Bid
$500,000 to $1,000,000 est. value
Chester, VT
North Troy LPOE Site Civil Repairs
Results
North Troy, VT 05859
Chestnut Hill Road Stormwater Mitigation
Results
Montpelier, VT
Construction for Ditching and Culvert Replacements
Infrastructure
Bidding
Strafford, VT
Town Line Road Culvert Replacement
Infrastructure
Post-Bid
Mendon, VT 05701
Burlington STP 2035 (15) C/1
Results
$250,000 to $500,000 est. value
Burlington, VT 05401
ST. Albans IM SWFR(2)
Infrastructure
Bidding
$1,000,000 to $2,500,000 est. value
VT
ANR FWL Front Line Rearing Ponds Improvements
Infrastructure
Post-Bid
Bennington, VT 05201
HVAC Vault and Parking Drainage Upgrade
Results
Waterbury, VT 05676
Grove Street at Mineral Street Storm Drain Improvements
Infrastructure
Bidding
Springfield, VT 05156
Davis Road Box Culvert
Infrastructure
Post-Bid
Royalton, VT 05063
Elm Street Outfall Stabilization
Results
$15,000 to $30,000 est. value
Winooski, VT

Shoreline/Erosion/Drainage Construction Project Lead, West Windsor, VT   (Windsor County)

Share
Reported 02/15/2022 12:00 AM
Project Title

Farm Road Pipe Arch
Physical Address View project details and contacts
City, State (County) West Windsor, VT   (Windsor County)
Category(s) Heavy and Highway
Sub-Category(s) Shoreline/Erosion/Drainage
Contracting Method Competitive Bids.
Project Status Request for Proposals (RFPs)
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

Replacement of a 4’ corrugated metal culvert with a pipe arch with a clear span of 81 inches and a height of 59 inches on Farm Road in West Windsor, as described in the attached hydraulic study. The invert should be buried 2 feet, resulting in a clear height of 2.9 feet above streambed. Bed retention sills should be 12 inches high at the inlet and outlet of the structure, 6 inches high in the center, and spaced no more than 8 feet apart. The structure should be filled level to the streambed with E-stone, Type II.
Details

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