Site work and paving for a mixed-use development in Minneapolis, Minnesota. Completed plans call for site work for a sidewalk / parking lot; for paving for a sidewalk / parking lot; road / highway; and road / highway.

As of May 05, 2026 the project was awarded to Q3 Contracting, Inc awarded amount is $2,827,212.30 Questions due by: 02/11/2026 at 12:00 PM For additional information or questions, contact the buyer. All questions must be submitted in writing. Kimberly K Wilson kimberly.wilson@minneapolismn.gov A. This Section includes minimum requirements for street, curb, boulevard, and sidewalk restoration needed following Planned lead service line replacement (LSLR) work and lead service line Leaker replacement work. The LSLR work is being done under different bids and contracts. The Planned LSLR work is bid under Events #3948 and #3949. B. In general, Work will consist of following: 1. Asphalt patching in asphalt streets a. Asphalt pavement shall follow MnDOT Standard 2360 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. b. Service Line Replacement contractor is responsible for backfilling their water utility holes with proper lifts and compaction methods and for placing Class 5 gravel at a minimum of 6" below the bottom of the existing pavement profile. c. If needed, Restoration Contractor shall remove Class 5 gravel to proper depth. Asphalt patch depth shall match existing street pavement depth. d. Service Line Replacement Contractor is responsible for all sawcutting for their water utility hole excavations. Additional sawcutting to get a proper edge or as directed by the Inspector may be required by the Restoration Contractor as needed. e. Service Line Replacement Contractor is responsible for all spoils removal from their water utility hole excavations. Additional spoils removal as directed by the Inspector may be required by the Restoration Contractor as needed. 2. Concrete patching in concrete streets a. Concrete pavement shall follow MnDOT Standard 2301 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. b. Service Line Replacement Contractor is responsible for backfilling their water utility holes with proper lifts and compaction methods and for placing Class 5 gravel at a minimum of 6" below the bottom of the existing pavement profile. c. If needed, Restoration Contractor shall remove Class 5 gravel to proper depth. Asphalt patch depth shall match existing street pavement depth. d. Service Line Replacement Contractor is responsible for all sawcutting for their water utility hole excavations. Additional sawcutting to get a proper edge or as directed by the Inspector may be required by the Restoration Contractor as needed. e. Service Line Replacement Contractor is responsible for all spoils removal from their water utility hole excavations. Additional spoils removal as directed by the Inspector may be required by the Restoration Contractor as needed. f. Restoration Contractor shall remove Class 5 gravel to proper depth. Pavement section shall be 4" minimum compacted Class 5 gravel and 8" concrete following MnDOT 2301 specs. 3. Curb work a. Curb work shall follow MnDOT Standard 2531 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. b. Service Line Replacement Contractor is responsible for all spoils removal from curb removal. Additional spoils removal as directed by the Inspector may be required by the Restoration Contractor as needed. c. Curb replacement shall be done to the nearest joint unless otherwise directed by the Inspector. 4. Boulevard Restoration a. Affected boulevard turf shall be re-established per MnDOT Standard 2575 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. b. Service Line Replacement Contractor is responsible for all spoils removal from boulevard excavations. Additional spoils removal as directed by the Inspector may be required by the Restoration Contractor as needed. c. Soil preparations shall include placement of a minimum of four (4) inches of Topsoil borrow (MnDOT 3877.2A). d. Turf shall be re-established with hydro-seeding per MnDOT Standard 2575, latest edition. e. Provide temporary stabilization when outside of the Seeding Dates prescribed in MnDOT Standard 2575, latest edition. Final restoration not complete in the 2026 season may have to be completed in Spring of 2027. 5. Sidewalk Panel Replacements a. Sidewalk panel replacement shall follow MnDOT Standard 2301 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. b. Sidewalk thickness shall be a minimum of 4". c. Aggregate base shall be compacted Class 5 material per MnDOT Standard 2211 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis, minimum thickness of 4". 6. Carriage Walk Replacements a. Carriage walks are the small panels of concrete between the sidewalk and back of curb within the boulevard area. b. Carriage walk replacements shall follow MnDOT Standard 2301 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. c. Carriage walk thickness shall be a minimum of 4". d. Aggregate base shall be compacted Class 5 material per MnDOT Standard 2211 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis, minimum thickness of 4". 7. Temporary Street Patches a. Temporary asphalt shall be used when winter conditions don't allow asphalt to be placed per MnDOT Standard 2360 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. b. Cold Mix Asphalt shall be used using the 'throw and roll' method per Report 2026RIC03 published by the MN Local Road Research Board (September 2025). This report is listed in Appendix C. 8. Temporary Curb a. Temporary curb shall be used when winter conditions don't allow curb to be placed per MnDOT Standard 2531 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. b. Cold Mix Asphalt shall be used and formed into a curb shape matching into the existing concrete curb on both ends per Report 2026RIC03 published by the MN Local Road Research Board (September 2025). This report is listed in Appendix C. 9. Temporary Sidewalk a. Temporary sidewalk shall be used when winter conditions don't allow sidewalk to be placed per MnDOT Standard 2301 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. b. Cold Mix Asphalt shall be used and formed into a curb shape matching into the existing concrete curb on both ends per Report 2026RIC03 published by the MN Local Road Research Board (September 2025). This report is listed in Appendix C. 10. Sawing Bituminous Pavement a. Full depth bituminous pavement sawing, where required, shall follow MnDOT Standard 2104 and the 2026 City of Minneapolis Supplemental Specifications for Construction of Public Infrastructure in the City of Minneapolis. 11. Traffic control per City standards as needed. 12. Mobilize crew and equipment to and from project site. a. The map and list of addresses for planned lead service line replacement (LSLR) restoration work are available in Appendices A and B. The cost of mobilization for these known locations that are mostly grouped together shall be built into Bid Items 1 through 10. Note that most Red and Orange Package addresses are not closely located to one another. b. The exact location of lead service line leakers will not be known until shortly before the work is to take place. Each leaker is expected to require mobilization and to not be nearby other restoration work. The cost of mobilization to individual sites shall be built into Bid Items 11 through 20. 13. Staging of work area and related site security and safety controls. 14. Miscellaneous removal of pavement, concrete, gravel, earth, and other material as required is incidental to this Work. C. Each lead service line replacement will have an excavation over the water main (typically in the street) and an excavation over the curb stop valve (typically in the boulevard). Sometimes the two excavations will be combined into one if the main is too close to the curb to excavate properly. Depending on the address, the pipe laying excavations may require removal of the existing curb and/or sidewalk in addition to boulevard disturbance. D. The bid will be structured by address with a unit pricing for each item that may apply. Not all items will apply to each address. For instance, not every address will require curbs to be replaced or not every address will require new sidewalk panels, etc. The City of Minneapolis Inspector will determine what needs to be replaced for each address and will perform and record the measurements. 1. Example (123 Main Street): a. 6' x 4' (2.7SY) Asphalt Patch b. 10 LF curb c. 2 SY boulevard restoration d. 6' x 6' (4SY) sidewalk panel replacement (1) Contractor's bid prices: (a) Standard Asphalt Street Patch: $1/SY (b) Standard Concrete Street Panel: $2/SY (c) New Standard Curb Segment: $1/LF (d) Complete Boulevard Restoration: $3/SY (e) New Sidewalk Panel(s): $2/SY (2) In this case, the restoration contractor would be paid a total of $26.70 for this address. (a) Asphalt patch (2.7SY x $1/SY) = $2.70 (b) Curb: (10LF x $1/LF) = $10 (c) Boulevard Restoration (2SY x $3/SY) = $6 (d) Sidewalk (4SY * $2/SY) = $8