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Learn more →Redwood Falls Community Center and School Roof Replacement.
Posted Date
Dec 4, 2025
Due Date
Jan 12, 2026
Release: Dec 4, 2025
Close: Jan 12, 2026
Redwood Falls Community Center and School Roof Replacement.
AvailableWork includes Runway 12/30 mill & overlay: mobilization 1 LS; low profile barricades 40 EA; contractor staking 1 LS; runway closure crosses 2 set; type 12. 5 wearing course mix (3,B) 6000 ton; remove concrete pipe storm sewer 80 LF: saw bituminous pavement 340 LF: remove bituminous pavement 3529 SY; mill bituminous surface (2") 44450 SY; common excavation (P) 3000 SY; subgrade excavation (EV) 300 CY; common borrow (CV) 300 CY; temporary pavement markings, white 20183 sf; pavement markings, white 20183 SF; pavement markings, yellow 266 sf; runway pavement grooving 35560 SY; seed mixture 25-131 4.6 acre; fertilizer, type 3 4.6 acre; topsoil respread 4.6 acre; hydraulic mulch matrix 4.6 acre. See attached file.
Posted Date
May 21, 2025
Due Date
Jun 11, 2025
Release: May 21, 2025
Close: Jun 11, 2025
Work includes Runway 12/30 mill & overlay: mobilization 1 LS; low profile barricades 40 EA; contractor staking 1 LS; runway closure crosses 2 set; type 12. 5 wearing course mix (3,B) 6000 ton; remove concrete pipe storm sewer 80 LF: saw bituminous pavement 340 LF: remove bituminous pavement 3529 SY; mill bituminous surface (2") 44450 SY; common excavation (P) 3000 SY; subgrade excavation (EV) 300 CY; common borrow (CV) 300 CY; temporary pavement markings, white 20183 sf; pavement markings, white 20183 SF; pavement markings, yellow 266 sf; runway pavement grooving 35560 SY; seed mixture 25-131 4.6 acre; fertilizer, type 3 4.6 acre; topsoil respread 4.6 acre; hydraulic mulch matrix 4.6 acre. See attached file.
Work includes approx 6,250 CY common embankment (CV, P); 5,400 CY common excavation (EV,P); 1,062 LF 8" PVC SDR35 pipe sewer; 950 LF 6" PVC watermain; 245 LF 1" polyethylene water service. See outside link.
Posted Date
May 15, 2025
Due Date
May 30, 2025
Release: May 15, 2025
Close: May 30, 2025
Work includes approx 6,250 CY common embankment (CV, P); 5,400 CY common excavation (EV,P); 1,062 LF 8" PVC SDR35 pipe sewer; 950 LF 6" PVC watermain; 245 LF 1" polyethylene water service. See outside link.
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