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Active opportunities open for bidding
City of Altoona
The project includes approx 7,849 CY of Topsoil On-site; 19,090 CY of Class 10 Excavation; 21,770 SY 12" Subgrade Preparation; 2,701 SY of soil stabilization; 21,630 SY of 8" thick Modified Subbase; 403 SY of 12" Class A Crushed Stone; 1,398 LF of 15" RCP Storm Sewer; 310 LF 18" RCP Storm Sewer; 200 LF 24" RCP Storm Sewer; 264 LF 30" RCP Storm Sewer; 268 LF 54" RCP storm sewer; 8,303 LF of 6" Subdrain with cleanouts and connections, 22 pipe aprons of various sizes 15" to 54", 2,746 LF 12" PVC Water Main; 106 LF of trenchless 16" PVC Water Main.
Posted Date
Feb 10, 2026
Due Date
Mar 3, 2026
Release: Feb 10, 2026
City of Altoona
Close: Mar 3, 2026
The project includes approx 7,849 CY of Topsoil On-site; 19,090 CY of Class 10 Excavation; 21,770 SY 12" Subgrade Preparation; 2,701 SY of soil stabilization; 21,630 SY of 8" thick Modified Subbase; 403 SY of 12" Class A Crushed Stone; 1,398 LF of 15" RCP Storm Sewer; 310 LF 18" RCP Storm Sewer; 200 LF 24" RCP Storm Sewer; 264 LF 30" RCP Storm Sewer; 268 LF 54" RCP storm sewer; 8,303 LF of 6" Subdrain with cleanouts and connections, 22 pipe aprons of various sizes 15" to 54", 2,746 LF 12" PVC Water Main; 106 LF of trenchless 16" PVC Water Main.
City of Altoona
The project includes approx 18,752 CY of Topsoil Onsite., 23,648 CY of Class 10 Excavation, 35,042 CY of Excavation, Class 10 Contractor Furnish, 41,221 SY 12” Subgrade Preparation, 10,527 SY cement soil stabilization, 41,221 SY of 8” thick Modified Subbase, 175 LF of 15” PVC, 868 LF 18” PVC Sanitary Sewer, 624 LF of 18” DIP Sanitary Sewer, 1,613 LF of 12” force Main, 100 LF of 12” RCP Storm Sewer, 1,633 LF of 15” RCP Storm Sewer, 40 LF 18” RCP Storm Sewer, 533 LF 24” RCP Storm Sewer, 170 LF 30” RCP Storm Sewer, 124 LF of 36” RCP Storm Sewer, 148 LF of 42” RCP Storm Sewer, 129 LF 36” RCAP storm sewer, 248 LF 42” RCAP Storm Sewer, including 29 aprons of various sizes, 13,308 LF of 6” Subdrain with cleanouts and connections, 156 LF of 8” PVC Water Main, 5,948 LF 12” PVC Water Main, 100 LF of cased trenchless 12” PVC Water Main, 3,229 LBS ductile iron water main fittings, 17 fire hydrants, 36 SW-505 and SW-506 intakes, 30,955 SY 9” PCC Pavement, 1,938 SY of HMA base widening, 1,010 SY of 6” HMA Shoulder, 453 LF of 2.5’ width 9” thick 4” sloped curb and gutter, 1,888 SY of 9” thick PCC Pavement widening, 668 SY of PCC Median Pavement, 1,419 SY Pavement Removal (HMA and PCC), 697 ton of 2” HMA Overlay, 2,854 SY of HMA Milling, including profile millings, 1,851 SY of 7” and 9” PCC driveway, 228.8 STA Painted Pavement Markings Durable with Groove Cut, 50 Painted Symbols and Legends, Durable with Grooves Cut, 107.2 Stations of Painted Pavement Markings, 54 Traffic Signs, Temporary Traffic Control, 45.4 acres of Type 6 and Type 2 Seeding, Fertilizing and Mulching, SWPPP Management and related erosion controls. Bid Alternate (Additive) includes 2,659 LF of 15” PVC Sanitary sewer, 150 LF of 15” trenchless sanitary sewer with casing, 8 SW-301 manholes and related erosion control items.
Posted Date
Feb 18, 2026
Due Date
Mar 10, 2026
Release: Feb 18, 2026
City of Altoona
Close: Mar 10, 2026
The project includes approx 18,752 CY of Topsoil Onsite., 23,648 CY of Class 10 Excavation, 35,042 CY of Excavation, Class 10 Contractor Furnish, 41,221 SY 12” Subgrade Preparation, 10,527 SY cement soil stabilization, 41,221 SY of 8” thick Modified Subbase, 175 LF of 15” PVC, 868 LF 18” PVC Sanitary Sewer, 624 LF of 18” DIP Sanitary Sewer, 1,613 LF of 12” force Main, 100 LF of 12” RCP Storm Sewer, 1,633 LF of 15” RCP Storm Sewer, 40 LF 18” RCP Storm Sewer, 533 LF 24” RCP Storm Sewer, 170 LF 30” RCP Storm Sewer, 124 LF of 36” RCP Storm Sewer, 148 LF of 42” RCP Storm Sewer, 129 LF 36” RCAP storm sewer, 248 LF 42” RCAP Storm Sewer, including 29 aprons of various sizes, 13,308 LF of 6” Subdrain with cleanouts and connections, 156 LF of 8” PVC Water Main, 5,948 LF 12” PVC Water Main, 100 LF of cased trenchless 12” PVC Water Main, 3,229 LBS ductile iron water main fittings, 17 fire hydrants, 36 SW-505 and SW-506 intakes, 30,955 SY 9” PCC Pavement, 1,938 SY of HMA base widening, 1,010 SY of 6” HMA Shoulder, 453 LF of 2.5’ width 9” thick 4” sloped curb and gutter, 1,888 SY of 9” thick PCC Pavement widening, 668 SY of PCC Median Pavement, 1,419 SY Pavement Removal (HMA and PCC), 697 ton of 2” HMA Overlay, 2,854 SY of HMA Milling, including profile millings, 1,851 SY of 7” and 9” PCC driveway, 228.8 STA Painted Pavement Markings Durable with Groove Cut, 50 Painted Symbols and Legends, Durable with Grooves Cut, 107.2 Stations of Painted Pavement Markings, 54 Traffic Signs, Temporary Traffic Control, 45.4 acres of Type 6 and Type 2 Seeding, Fertilizing and Mulching, SWPPP Management and related erosion controls. Bid Alternate (Additive) includes 2,659 LF of 15” PVC Sanitary sewer, 150 LF of 15” trenchless sanitary sewer with casing, 8 SW-301 manholes and related erosion control items.
City of Altoona
Reconstruction and expansion of a pond with associated clearing, grading, storm sewer improvements and seeding.
Posted Date
Mar 26, 2026
Due Date
Apr 9, 2026
Release: Mar 26, 2026
City of Altoona
Close: Apr 9, 2026
Reconstruction and expansion of a pond with associated clearing, grading, storm sewer improvements and seeding.
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Procurement guidance and navigation tips.
Lower scores indicate easier procurement processes. Created by Starbridge.
Sole Source: Sole source only if the product is truly unique with no functional equivalents; otherwise, pivot back to coops.
Coops: Start with coops: Use Sourcewell, Iowa DAS statewide master agreements, or the city’s Polk County agreement.
City of Altoona rarely uses sole source. Only consider if the product is highly specialized with no functional equivalents (e.g., a one-off methane generator engine).
Board meetings and strategic plans from City of Altoona
The meeting included the election of officers for 2026, resulting in Dan Dove being elected Chairperson and Steve Chase elected Vice Chairperson. A public hearing was held regarding a rezoning request for 15 acres to M-1 zoning, which was recommended for approval subject to deficiencies. The Commission also considered and recommended for approval, subject to deficiencies, a site plan for a two-story addition to the Lutheran Church of the Cross and a preliminary plat for Prairie Crossing Plat 10. Finally, the Commission considered and recommended for approval drafted language for Accessory Dwelling Units (ADUs) to align with State of Iowa legislation.
The meeting included a presentation and update on the Comprehensive Plan, specifically the 1st Ave plan. Key updates involved voting Alex to continue as Chair and Bev as Vice Chair, confirming Gary Hoard as the next artist for the rotating display, and reviewing renders for the Olde Town Entry Way, where the committee requested simplification and more color. The Arts Festival was postponed until next year. The committee discussed applying for the Prairie Meadows grant and Polk County Grant, pending consultation with City Leadership. Discussions also covered moving the Corn Sculptures to the Outlets for a fall festival. Policy reviews resulted in the approval of the Chairperson Implementation Policy and the Contractor Hiring Policy, while the Financial Policy was brought up for approval.
Key discussions and actions included the presentation of Life Saving Awards to an officer and a deputy. A public hearing was held regarding an amendment to Chapter 167, Zoning Code, to provide standards for Accessory Dwelling Units, mandated by Iowa Senate File 592. The council passed an ordinance on its first, second, and third readings related to modifying Zoning Code District Regulations. Another public hearing addressed the FY2026 Budget Amendment, noting a planned decrease in the ending fund balance but allocating up to $5 million for infrastructure improvements in the Altoona North Industrial Area. A resolution was adopted for the amended FY2026 budget. A public hearing also took place concerning the rezoning of 15 acres from A-1 (Agricultural District) to conditional M-1 (Limited Industrial) for a planned data center. Further actions included approving the granting of City property rights, approving various payment applications and change orders for projects such as Fire Station No. 26 and the Townsend Park Watershed Improvements, and authorizing a loan agreement and the issuance of General Obligation Urban Renewal Refunding Bonds. The council also set public hearings for a new sanitary sewer lift station project and the Maximum Property Tax Levy.
The meeting addressed the review and approval of the January 6th, 2026 meeting minutes. The primary agenda item involved a public hearing concerning a request for a 15' 10" rear yard setback variance for the property at 252 Cottonwood Drive SW to cover an existing deck. After discussion regarding the extent of the encroachment, potential precedent, and neighborhood support, the variance request was approved. Additionally, the Board formally expressed appreciation for the work done by Claire Habel, who will be unavailable for the next meeting.
The council conducted public hearings and passed resolutions regarding the Water System Improvements 2024 (Well #5 and NE 80th Street WTM Project) and the 34th Avenue NW Sanitary Sewer Lift Station Project, including awarding contracts for both. Additionally, the council approved a site plan for the Summit Products Phase III expansion. The consent agenda covered a variety of administrative and operational items, including the approval of bills and pay applications, setting public hearings for future infrastructure projects, authorizing property right grants, approving a re-addressing, establishing various sports facility lease agreements, and reviewing liquor permit applications.
Extracted from official board minutes, strategic plans, and video transcripts.
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