Description: Approx 0.1 ac Clearing and grubbing; 1,088 CY excavation, class 10, roadway and borrow; 2,454 CY excavation, class 10, waste; 6,340 CY excavation, class 10, channel; 1,860 CY topsoil, strip, salvage and spread; etc. See attached file.
StateAgency · IA, US
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Iowa Department of Transportation
State AgencyIA
Posted
Sep 8, 2026
Oct 20, 2026
Approx 0.532 ac clearing and grubbing; 4,503 CY excavation, class 10, roadway and borrow; 9,365 CY excavation, class 10, waste; 6,070 SY topsoil, strip, salvage and spread; 148.7 CY compacting backfill adjacent to bridges, culverts or structures; etc. See attached file.
Illinois Department of Transportation
State AgencyIL
Posted
Oct 2, 2026
Nov 6, 2026
4,633 CY earth excavation; 958' grading and shaping ditches; 612 SY erosion control blanket; 120 Ton polymerized hot mix asphalt surface course, IL-9.5, mix D, N70; 955 CY concrete superstructure; 14 cal da changeable message sign; 494' short term pav marking. See outside link.
CityFL
Posted
Jul 9, 2026
Oct 14, 2026
Work includes maintenance of traffic, 613 LF of sediment barrier, 13 SY removal of existing concrete, 13 cy regular excavation, 610 SY type b stabilization, 67 tn asphalt concrete friction course, traffic c, fc-12. 5, pg 76-22, 1 EA inlets, curb, type 10, <10', 33 LF pipe culvert, optional material, round, 15"sd, 41 LF concrete curb, type d. See attached file.
CityMO
Posted
Sep 16, 2026
Oct 20, 2026
Work includes bridge replacement. Description: removal of improvements; abandonment; 1849 CY of class A excavation; 10972 CY of unclassified excavation; 8204 CY of embankment in place; 1541 CY of compacting embankment; 26.07 STA compacting in cut; 62 CY of concrete encasement; 1873 CY of class 3 excavation; 3875 SY of type 1 aggregate for base (4 in. Thick); 15,447 SY of type 5 aggregate for base (4 in. Thick); 392 SY of lightweight aggregate fill - sidewalk on bridge; 497 CY of lightweight aggregate fill - pavement on bridge; 123.50 CY of geofoam EPS 29; 111.60 ton of bituminous pavement mixture PG64-22, (BP-1); 100 gal of tack coat; 2291.60 SY of concrete pavement (6 in. Non-reinf); 15188.60 SY of concrete pavement (10 in. Non-reinf); 1 EA of MSD concrete collar 48 - inch pipe; 2 EA of MSD concrete collar 42 - inch pipe.
Decision makers connected to this RFP from Iowa Department of Transportation.
