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City of Milwaukee

841 N Broadway 5th FL, Milwaukee, WI 53202-3640
(414) 286-3309 

The Milwaukee Department of Public Works has the greatest impact of any city department on daily life in Milwaukee.

We are responsible for the design, maintenance, and operation of streets, sidewalks, alleys, bridges, sewers, water mains, underground conduit, telecommunications services, traffic signals, and street lighting for the City of Milwaukee that covers more than 95 square miles; 221 city buildings, a fleet of over 1,500 vehicles, 476 acres of boulevards and green space, and 200,000 street trees.

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Upcoming Solicitations

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Number Deadline
OFFICIAL NOTICE 73-1-2026
The general work requested is: 8” CONCRETE PAVEMENT, 8” CONCRETE PAVEMENT WITH INTEGRAL CURB, VARIABLE THICKNESS ASPHALT, CONCRETE CURB AND GUTTER, CONCRETE WALK, 7” CONCRETE DRIVEWAY, BASE AGGREGATE, CONCRETE TRAFFIC ISLANDS, ROADWAY FILLING, CATCH BASINS, STORM WATER DRAINS, PAVEMENT REMOVAL, ROADWAY CUTTING, CURB AND GUTTER REMOVAL, CONCRETE SIDEWALK REMOVAL, SAWCUTTING, CATCH BASIN ABANDONMENT, SIGNAGE AND PAVEMENT MARKING REMOVAL, EPOXY AND COLD PLASTIC PAVEMENT MARKING, LIGHTING INSTALLATION, AND OTHER SITE RESTORATION, ETC. Located at: TD06884511 E. Pittsburg Av.- S. Water St. to S. 1st St. (TID 68) TD05684709 E. Menomonee St. - N. Jefferson St. to N. Milwaukee St. (TID 56) TD05684715 Kinnickinnic River Trail Connections (TID 56)
 08/11/2026 03:30 PM UTC
OFFICIAL NOTICE 74-1-2026
The general work requested is: CONSTRUCTION OF 7” CONCRETE ALLEY PAVEMENT, VARIABLE THICKNESS ASPHALTIC CONCRETE PAVEMENT, 7” CONCRETE DRIVEWAY, CONCRETE CURB AND GUTTER, VARIABLE THICKNESS CONCRETE WALK AND/OR CONCRETE DRIVEWAYS, VARIABLE THICKNESS CRUSHED STONE BASE, PERMEABLE PAVERS, SEALING PAVEMENT JOINTS AND CRACKS, STONE BEDDING, SLURRY BACKFILL, CONCRETE AND OTHER REMOVALS, SEWER WORK, ETC.; Located at the following Alleys Bounded by (ABB): ST212160107 E. Bradford Ave., N. Prospect Ave., N. Stowell Ave., E. Webster Pl. ST212220116 W. Hopkins St., W. Townsend St., N. 22nd St., N. 23rd St. ST212220107 W. Greenfield Ave., W. Orchard St., S. 22nd St., S. 23rd St. ST212220118 W. Fond du Lac Ave., W. Meinecke St., W. Wright St., N. 22nd St., N. 23rd
08/12/2026 03:30 PM UTC
OFFICIAL NOTICE 75-1-2026
The general work requested is: CONSTRUCTION OF 7” CONCRETE ALLEY PAVEMENT, VARIABLE THICKNESS ASPHALTIC CONCRETE PAVEMENT, 7” CONCRETE DRIVEWAY, CONCRETE CURB AND GUTTER, VARIABLE THICKNESS CONCRETE WALK AND/OR CONCRETE DRIVEWAYS, VARIABLE THICKNESS CRUSHED STONE BASE, PERMEABLE PAVERS, SEALING PAVEMENT JOINTS AND CRACKS, STONE BEDDING, SLURRY BACKFILL, CONCRETE AND OTHER REMOVALS, SEWER WORK, ETC.; Located at the following Alleys Bounded by (ABB): ST212240109 W. Fiebrantz Ave., W. Hope Ave., N. 62nd St., N. 63rd St. ST212240104 W. Keefe Ave., W. Townsend St., N. 46th St., N. 47th St. ST212240102 W. Appleton Ave., W. Chapman Pl., W. Nash St., W. Potomac Ave.
 08/13/2026 03:30 PM UTC
OFFICIAL NOTICE 77-1-2026
60 HYDRANT ALTERATIONS, by qualified City of Milwaukee licensed and bonded contractors. Hydrant alterations will be at scattered locations throughout the Milwaukee Water Works Service area. Hydrant alterations may include, but are not limited to, the procurement of all permits, excavation, traffic control, erosion control, saw-cutting, removal of existing hydrant, restraint of existing hydrant branch, installation of new hydrant assembly, backfilling of the excavation(s), restoration of pavement, curb and gutter, and walk, and final cleanup of the work site. Aggregate slurry backfill shall be required for all excavations. Aggregate slurry backfill shall be as specified in 4.6.6 of the Water Main Installation Specifications. In paved areas, the slurry must be placed to the pavement subgrade. In grass areas, slurry must be placed to 6” below the finished grade and topsoil must be placed to the surface. Includes any necessary hydroexcavation. Temporary and permanent restoration requirements will be at the discretion of MWW. All work shall be in compliance with the City of Milwaukee Rules and Regulations Governing Water Service, the City of Milwaukee Water Service Piping Specifications, and the City of Milwaukee Special Provisions for Lead Service Line Replacement. Prices from all bidders will be kept on file. If the successful bidder fails to fulfill the contract requirements, an agreement with a secondary contractor may be pursued for work at specific emergency locations.
08/19/2026 03:30 PM UTC
OFFICIAL NOTICE 38-1-2026
This project consists of dismantling the processing equipment from the tip floor and processing floor within a fire damaged building. The building and equipment have fire damage throughout. Any hazardous material will need to be removed and disposed of according to state and federal regulations. All furniture must be removed and disposed of and the entire space swept free of debris.
08/21/2026 03:30 PM UTC
5 Solicitations

Closed Solicitations

Number Deadline
OFFICIAL NOTICE 1-1-2026
PROJECT NO. 1: SANITARY SEWER MAIN RELAY & SANITARY SEWER MAIN LINING & MANHOLE REPAIR AND LINING: S. Adams Ave. - E. Bolivar Ave. to E. Armour Ave. S. Burrell St. - E. Van Norman Ave to E. Armour Ave. S. Griffin Ave. - E. Van Norman Ave. to E. Armour Ave. S. Jasper Ave. - E. Van Norman Ave. to E. Armour Ave. S. Quincy Ave. - 625' S. of E. Bolivar Ave. to E. Armour Ave.
02/18/2026 04:30 PM UTC
OFFICIAL NOTICE 1-2-2026
PROJECT NO. 2: SANITARY SEWER MAIN LINING & MANHOLE REPAIR AND LINING S. 13th St. – 300’+/- S. of W. Edgerton Ave. to 250’+/- S. of W. Goldcrest Ave.
 02/18/2026 04:30 PM UTC
OFFICIAL NOTICE 22-1-2026
WATER MAIN RELAYS Located at: W. Thurston Av. (WT410230685), N. 62nd St. to N. 64th St. (16 working days); N. 63rd St. (WT410230686), W. Thurston Av. to 330’ N/O W. Thurston Av. (7 working days); W. Carmen Av. (WT410230687), N. 60th St. to N. 62nd St. (16 working days); W. Carmen Av. (WT410230688) N. 65TH St. to N. 68th St. (20 working days); N. 66th St. (WT410230689) W. Carmen Av. to W. Bobolink Av. (11 working days); N. 67th St. (WT410230690) W. Carmen Av. to W. Bobolink Av. (13 working days); W. Bobolink Av. (WT410230691) N. 65th St. to N. 68th St. (12 working days); W. Carmen Av. (WT410230692) N. 76th St. to N. 80th St. (19 working days); N. 79th St. (WT410230693) W. Silver Spring Dr. to W. Carmen Av. (24 working days); W. Thurston Av. (WT410230694), N. 80th St. to W. Carmen Av. (22 working days); N. 82nd Ct. (WT410230695) 165’ NE/O W. Thurston Av. to W. Thurston Av. (5 working days). (Note: Contractor to furnish and install approximately 9,302 lin. ft. of 16”, 12”, 8” 6”, and 3” ductile iron pipe. City to furnish miscellaneous materials as shown on plans and proposal form.)
 02/13/2026 04:30 PM UTC
OFFICIAL NOTICE 27-1-2026
STORM SEWER MAIN RELAY IN: SE-2785 (N. of W. Lolita Ave.) – N. 99th St. to 125’ of N. 99th St.
 02/12/2026 04:30 PM UTC
OFFICIAL NOTICE 28-1-2026
PROJECT NO. 1: 2026 SANITARY BYPASS PUMP REHABILITATION Located at: VARIOUS LOCATIONS
02/11/2026 04:30 PM UTC
OFFICIAL NOTICE 21-1-2026
WATER MAIN RELAYS located at: W. Norwich St. (WT410230630), 200’ E/O S. 80th St. to S. 80th St. (4 working days); S. 80th St. (WT410230631), W. Van Beck Av. To W. Norwich St. (5 working days); W. Van Beck St. (WT410230632), 180’ E/O S. 80th St. to S. 80th St. (5 working days); W. Eden Ct. (WT410230649), S. Massachusetts Av. To 145’ W/O S. Massachusetts Av. (5 working days); S. Massachusetts Av. (WT410230650), W. Morgan Av. To W. Warnimont Av. (12 working days); W. Eden Pl. (WT410230651), W. Warnimont Av. To S. Massachusetts Av. (10 working days); S. 71st St. (WT410230652), S. Sunset Dr. to S. Massachusetts Av. (21 working days);, W. Wilbur Ct. (WT410230653), S. 71st St. to 140’ W/O S. 71st St. (6 working days); W. Howard Av. (WT410230678), S. 68th St. to 125’ W/O S. 69th St. (8 working days); S. 69th St. (WT410230679), W. Howard Av. to 255’ S/O W. Howard Av. (7 working days); S. Herman St. (WT410220628), E. Saveland Av. to E. Howard Av. (19 working days); W. Howard Av. (WT410250777), 235’ E/O S. Miner St. to 125’ E/O S. Miner St. (20 working days). (Note: Contractor to furnish and install approximately 5,419 lin. ft. of 16”, 12”, 8” and 6” ductile iron pipe. City to furnish miscellaneous materials as shown on plans and proposal form.)
 02/05/2026 04:30 PM UTC
OFFICIAL NOTICE 9-1-2026
2026 Sanitary Bypass Pump & Sanitary Lift Station Inspection and Bypass Pump Wet Testing
01/23/2026 04:30 PM UTC
OFFICIAL NOTICE 75-1-2025
The general work requested is: CONSTRUCTION OF, VARIABLE THICKNESS ASPHALTIC CONCRETE PAVEMENT, VARIABLE THICKNESS CONCRETE BASE, 9 CONCRETE PAVEMENT, PAVEMENT GRINDING, 7” CONCRETE DRIVEWAYS, CONCRETE CURB AND GUTTER, 5” CONCRETE WALKS, INSTALLATION OF CONDUIT AND OTHER ELECTRICAL APPURTENANCE, GRAVEL FILLING, CONCRETE REMOVALS, PAVEMENT MARKING, SPEED HUMPS, SEWER WORK, WATER WORK, CUC ADJUSTMENTS, ETC.; Located At: ST211220262 – In N. 39th St./N. Sercombe Rd. – W. Hope Ave. to W. Marion St.
01/06/2026 04:30 PM UTC
OFFICIAL NOTICE 105-1-2025
WATER MAIN RELAYS/ ALTERATIONS & LEAD SERVICE LINE REPLACEMENTS, at the following locations: N. 19th St. (WT410230614), W. Fairmount Av. To W. Eggert Pl. (22 working days); W. Eggert Pl. (WT410230615), N. 19th St. to N. 19th Pl. (9 working days); N. 19th Pl. (WT410230616), W. Fairmount Av. to W. Eggert Pl. (23 working days); N. 19th St. (WT410230617), W. Eggert Pl. to W. Villard Av. (8 working days); W. Cornell St. (WT410230640) N. 20th St. to N. Teutonia Av. (42 working days); W. Linwal La. (WT410230656) N. 22nd St. to N. 24th St. (11 working days); N. 22nd St. (WT410230657) W. Hampton Av. to W. Linwal La. (9 working days); W. Stark St. (WT410230658) N> 20th St. to N. 24th St. (12 working days); W. Custer Av. (WT410230669) N. 20th St. to 100’ W/O N. Long Island Dr. (6 working days); N. 20th St. (WT410230670) W. Custer Av. to W. Neil Pl. (9 working days); W. Neil Pl. (WT410230671) N. 20th St. to 215’ NW/O N. Long Island Dr. (21 working days); W. Pierce St. (WT410250608) S. 6th St. to S. 9th St. (43 working days); N. 51st St. (WT410250754) W. Center St. to W. Burleigh St. (4 working days); N. 60th St. (WT410250756) at W. Burleigh St. (3 working days). (Note: Contractor to furnish and install approximately 9,950 lin. ft. of 12”, 8”, 6”, 4” and 3” ductile iron pipe. City to furnish miscellaneous materials as shown on plans and proposal form.)
 12/19/2025 04:30 PM UTC
OFFICIAL NOTICE 105-2-2025
WATER MAIN RELAYS/ ALTERATIONS & LEAD SERVICE LINE REPLACEMENTS, at the following locations: N. 68th St. (WT410230642), W. Grantosa Dr. to 425’ S/O W. Grantosa Dr. (9 working days); W. Herbert Av. (WT410230643), W. Tallmadge Pl. to N. 74th St. (12 working days); W. Tallmadge Pl. (WT410230644), W. Grantosa Dr. to W. Custer Av. (8 working days); W. Locust St. (WT410230645), N. 50th St. to N. 57th St. (48 working days); N. 94th St. (WT410230666), W. Center St. to 400’ NE/O W. Center St. (8 working days); W. Hadley St. (WT410230667), 320’ W/O N. 92nd St. to N. Colonial Dr. (19 working days); N. 95th St./W. Lorraine Pl./N. 97th St. (WT410230668), W. Center St. to W. Center St. (25 working days); S. Griffin Av. (WT410230696), E. Plainfield Av. to 350’ S/O E. Plainfield Av. (8 working days); S. Adams Av. (WT410230697), E. Plainfield Av. to 300’ S/O E. Plainfield Av. (9 working days); W. Appleton Av. (WT410240735), W. Hampton Av. (2 working days); N. 76th St. (WT410250601), W. Bobolink Av. to 120’ N/O W. Florist Av. (13 working days); W. Florist Av. (WT410250602), N. 76th St. to N. 77th St. (9 working days); N. 76th St. (WT410250751) W. Northridge Lakes Blvd. (3 working days); W. Becher St. (WT410250755) S. 4th St. (NEC) (2 working days) (Note: Contractor to furnish and install approximately 8,824 lin. ft. of 12”, 8”, 6”, and 4” ductile iron pipe. City to furnish miscellaneous materials as shown on plans and proposal form.)
 12/19/2025 04:30 PM UTC
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