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Last Updated 07/26/2022 02:11 PM
Project Title

Moore Lane Bridge Repair

Physical Address View project details and contacts
City, State (County) Norwich, VT 05055   (Windsor County)
Category(s) Heavy and Highway
Sub-Category(s) Bridge, Paving/Reconstruction, Site Development
Contracting Method Competitive Bids
Project Status Construction start expected August 2022
Bids Due View project details and contacts
Estimated Value $2,000,000 [brand] Estimate
Plans Available from Agency's Affiliate
Owner View project details and contacts
Architect View project details and contacts
Description

As of 6/8/2022, No Bids Were Received, the Town is unsure of Rebidding in the future. The existing timber bridge deck has been treated with creosote and emulsified asphalt. With the current bridge configuration, when temperatures rise, these contaminants liquify and drip from the underside of the bridge and can end up in the Brook. Proposed improvements include installing corrugated metal roofing and flashing on the underside of the deck to contain discharge of the contaminants and to channel them to a drip pan to be located on the abutment beam seat. The project (Moore Lane Contain (1)) consists of installing Galvalume (or approved equal) steel roofing panels and flashing on the underside of a single span timber bridge deck as a containment measure. Please refer to attached plans from Stantec Consulting Engineers for details notes regarding the work. All work shall be performed in accordance with the technical requirements of the Vermont Agency of Transportation 2018 Standard Specifications for Construction. Payment for the work shall be based on the pay units and unit prices defined in the bid tabulation and the Request for Bids. Project Location Bridge #12 carries Bridge Street over the Bloody Brook in the Town of Norwich. The structure is located approximately 100 feet East of the Beaver Meadow Road (TH 2) and Moore Lane (TH 43). Longitude and Latitude: -72.317295 , 43.725521 The existing timber bridge deck has been treated with creosote and emulsified asphalt. With the current bridge configuration, when temperatures rise, these contaminants liquify and drip from the underside of the bridge and can end up in the Brook. Proposed improvements include installing corrugated metal roofing and flashing on the underside of the deck to contain discharge of the contaminants and to channel them to a drip pan to be located on the abutment beam seat. The project (Moore Lane Contain (1)) consists of installing Galvalume (or approved equal) steel roofing panels and flashing on the underside of a single span timber bridge deck as a containment measure. Please refer to attached plans from Stantec Consulting Engineers for details notes regarding the work. All work shall be performed in accordance with the technical requirements of the Vermont Agency of Transportation 2018 Standard Specifications for Construction. Payment for the work shall be based on the pay units and unit prices defined in the bid tabulation and the Request for Bids. Intention Of Terms It is intended that the Vermont 2018 Standard Specifications for Construction shall be the basis for administering the contract. To comply with this intention, upon final execution of this contract the following changes of definitions shall be in force during this contract. Agency -- The Town of Norwich. Board -- The Town of Norwich Selectboard. Director of Engineering and Construction, also Engineer, Structures Engineer, Director, and/or Director of Project Development -- The Town of Norwich. District Transportation Administrator -- A representative of the Vermont Agency of Transportation responsible for highway maintenance who has specific duties of liaison with the Towns included within a designated Maintenance District. Laboratory -- The materials testing laboratory designated by the Town of Norwich. Secretary -- The Town of Norwich Selectboard or their designee. State, also State of Vermont -- Town of Norwich. The Town would like to have the project completed as soon as possible. All work shall be performed within the existing right-of-way limits, which are assumed to be three rods wide centered on Town Highway 43. No additional R.O.W. rights are anticipated for these repairs. Questions Due Date Questions may be submitted by email to Chris Kaufman at the following address: ckaufman@norwich.vt.us. The due date for questions is Thursday May 26th, 2022 at 5:00 PM

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 - Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 - Thermal and Moisture Protection, Expansion Control.
Division 09 - Finishes, High-Performance Coatings.
Division 10 - Specialties, Signage, Traffic Signage.
Division 26 - Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 - Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 - Transportation, Bridges.

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