Site work and paving for a civil project in Rockvale Township, Illinois. Completed plans call for site work for a road / highway; for paving for a road / highway; bridge / tunnel; bridge / tunnel; and water / sewer project.

City/County Ogle Channel Ex (34 CY); Furn Ex (120 CY); Topsoil F & P 4" (921 SY); Eros Ctl Blanket (921 SY); Temp Eros Ctl Seed (18 LB); Temp Ditch Checks (24 FT); Inlet & Pipe Prot (2 EA); Stone RR, CL A5 (177 SY); Filter Fabric (177 SY); Agg Bse Cse, Ty B, 12" (98 SY); Agg Surf Cse, Ty B (28 TON); Bit Matls, Pr Ct (220 LB); Bit Matls, Tack Ct (291 LB); HMA SC IL-9.5 C N50 (123 TON); HMA Surf Rem 1-1/2" (919 SY); Agg Shld, Ty B 6" (370 SY); Rem Ex Superstructure (1 EA); Conc Rem (6.7 CY); Struct Ex (390 CY); Conc Encasement (52 CY); PPC Deck Beam 17 DP (793 SF); Stud Shear Connectors (202 EA); REBAR (2130 LB); Steel Rail, Ty SM (67 FT); Name Plates (1 EA); Gran Backfill, Str (336 CY); Geocomp Wall Drain (127 SY); SPBGR, TY A 6FT Posts (75 FT); Traf Bar Term, T2 (2 EA); Traf Bar Term T5A (2 EA); Traf Bar Term T6A (2 EA); Traf Bar Term T1 Spl Tan (2 EA); GuardRail Remov (244 FT); Mobilization (1 LS); Term Marker - DA (4 EA); F LN SLNT WATRPRF SYS (89 SY); Earth Ex Spl (48 CY); Seeding, CL 2A Spl (0.18 AC); Traf Ctl & Prot, Spl (1 LS) Project Location: Razorville Road over Spring Creek, Southeast Quarter of Section 23, Township 24 North, Range 10 East of 4th P.M. Proposals requiring prequalification of bidders will be issued only to those contractors who are qualified with the Department of Transportation. Prequalification forms may be secured from the Engineer of Construction, Administration Building, 2300 South Dirksen Parkway, Springfield, IL 62764. ILDOT - Channel EX , Agg Surf Cse, bit Matls, PR CT, Bit Matls, Tack CT, HMA Surf Rem, Rem EX Superstructure, PPC Deck Beam This project consists of rehabilitating the existing single span (33'-6") precast prestressed concrete deck beams bridge and replacing the superstructure supported by closed abutments. In-stream work includes constructing pile encasements and scour protection of the existing abutment / wingwall slopes. 35 working days