Site work and paving for a mixed-use development in Hartford, Wisconsin. Completed plans call for site work for a sidewalk / parking lot; for paving for a sidewalk / parking lot; and water / sewer project.

https://www.gmtoday.com/daily_news/news/hartford-council-awards-contracts-for-alley-road-reconstruction-projects/article_48bc4415-fff8-5fc9-964d-539ee3dc6104.html The Hartford Common Council voted to approve a resolution awarding a public construction contract associated with the redevelopment of the city’s Jackson Street alley near downtown to LaLonde Contractors, a general contractor based in Waukesha. ______________ Bids Are Being Solicited From Contractors for: Reconstruct East Jackson Street Alley Includes: Mobilization Traffic Control Erosion Control 8" Storm Sewer Pipe 12" Storm Sewer Pipe 8" Sdr 35 Pvc Storm Sewer Laterals 4-ft Dia. Standard Precast Storm Sewer Manhole 2'x3' Catch Basin Downspout Connection Riser Core and Connect to Existing Catch Basin (12" Pipe) Abandon and Seal Existing Catch Basin Abandon Existing Storm Manhole Seal Existing Storm Sewer Main Abandon Existing Hydrant 6" Plug on Existing 8x6" Tee 4" Concrete Sidewalk and Carriage Walk Remove & Replace 6" Concrete Drive Approach & Sidewalk D E T E Ctable Warning Field 6" Wide Variable Height Concrete Pedestrian Curb Concrete Steps Sawcut Asphalt Pavement 30" Concrete Curb & Gutter - Standard Remo Ve & Replace 18" Concrete Curb & Gutter (Hand Form) 12" Crushed Aggregate Base Course - 11/4" Dense Base 2" Asphalt Binder Course 2" Asphalt Surface Course Other Related Work. No proposal will be accepted unless accompanied by a certified check or bid bond equal to at least 5% of the total bid, made payable to the City of Hartford, such guarantee to be forfeited should the successful Bidder fail to enter into the contract. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond, each equal to 100 percent of the contract price. The Common Council of the City of Hartford reserves the right to reject any or all bids with respect to irregularities or technicalities, or to reject all bids outright, and further, to award the contract to the contractor who, in the judgment of the Common Council, will best serve the interest of the City of Hartford. All bids shall remain subject to acceptance for 60 days after the time set for opening Bids. Question Deadline 01/17/2025 Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER as having received the Bidding Documents. The work under this section shall consist of constructing new concrete curb and gutter or the removal and replacement of existing concrete curb and gutter of the dimensions and design shown on the plans or as specified in the Contract Documents. The work shall be placed in one course on the prepared foundation or base, at the specified locations, and to the required lines and grades. The Contractor shall furnish all labor, equipment, materials, supervision, supplies, tools, and incidentals for the work. 2. JOINTING Curb and gutter shall be constructed in eleven (11') foot sections with scored, sawed, or expansion joints separating the sections. 3. EXPANSION JOINTS Placement of expansion joints shall conform to these Standard Specifications. a. Basis of Payment The cost of this item shall be included in the contract unit price for the work causing its need and shall include all labor, equipment, materials, supervision, supplies, tools, and incidentals required to furnish and install the expansion joint material. 4. FILL AREAS The cost of unclassified excavation and fill required for the installation of the curb and gutter shall be included in the cost of curb and gutter construction (new and/or remove and replace). All fill areas under the curb and gutter shall be filled with crushed aggregate compacted per the specifications. This item shall be a pay item only if authorized by the Engineer prior to the excavation and if measured by the Engineer prior to the placement of fill material. The Contractor shall not be paid for unauthorized over-excavation. a. Method of Measurement The method of measurement will be per cubic yard of excavation to be filled and shall be measured in place. b. Basis of Payment The basis of payment shall be as measured above and paid for per the contract unit prices for over-excavation and filling. Said payment shall be full and complete compensation for all labor, equipment, materials, supervision, supplies, tools, and incidentals required to excavate, dispose of excess material, furnish new granular fill, place fill, grade, and compact the material. 5. BASE MATERIAL The Contractor shall undercut and place a minimum of six (6") inches of granular base under all new, or remove and replace, curb and gutter, unless the construction is being done in conjunction with new construction, and gravel has been placed to proper depth and grade by the grading contractor. Said granular material shall consist of crushed aggregate gradation # 2 conforming to these Standard Specifications. Base material shall be placed, thoroughly compacted and finished to a firm true surface. a. Basis of Payment The cost of this item shall be included in the contract unit price for the curb and gutter, unless specifically stated otherwise in the Contract Documents, and shall include all labor, equipment, materials, supervision, supplies, tools, and incidentals required to furnish, transport, place, level, and compact the base material required for the project. 6. CURB RAMPS Curb ramps shall conform to these Standard Specifications. This work includes the modification of existing curb and gutter to accommodate a curb ramp. If the Contractor has curb forms, he may, with the consent of the Engineer, remove and replace the curb and gutter through the ramp area. It shall, however, require the Contractor to repair any pavement or roadway damaged by the work at no additional cost to the Owner and to the satisfaction of the Engineer. The Contractor, as required by the Engineer, shall remove as many slabs of walk as necessary to provide a slope on the ramp which does not exceed 1:12 or eight and one-third (8 1/3%) percent per Wisconsin Statutes and to provide for the elevation of the high point of the ramp to be at least six (6) inches higher than the elevation of the gutter at the low end of the ramp. Prior to pouring the walk and curb, the Contractor shall install a felt expansion joint along the back of curb and pour the curb separate from the sidewalk section, so that they are not one unit. Should the entire curb and gutter section be removed and replaced, the felt expansion joint shall still be placed between the curb and sidewalk. The Contractor shall install Detectable Warning Fields on the ramp per the details in the Standard Specifications. Detectable Warning Fields shall be a 2' x 4' cast iron truncated dome (yellow) in accordance with the WisDOT Prequalified Product List. a. b. 7. Method of Measurement The method of measurement shall be per lineal foot for curb repair and per square foot for sidewalk and curb ramp and per each for Detectable Warning Fields. Basis of Payment The basis of payment shall be as measured above. All costs associated with modifying the existing curb head shall be included in the contract unit price for Cut Curb for Curb Ramp. Said payment shall be full and complete compensation for all labor, equipment, materials, supervision, supplies, tools, and incidentals required to remove the existing curb head and repair the curb and gutter per these Standard Specifications.