4811-77 (TH 169=018), 7106-88 (TH 169=018) NHPP 0169(361) In Mille Lacs and Sherburne Counties on TH 169 from 2.51 Miles South of TH 95 to 1.87 Miles North of TH 95 Grading, Bituminous Surfacing, Approach Panels, Guardrail, and Bridge Numbers 48009, 48010, 48011, 48012, 48015, 48016, 71007, 71008 1.766 Miles

AS BUILT 1 LS,FIELD LABORATORY 1 EACH,MAINT AND RESTORATION OF HAUL ROADS 1 LS,REMOVE ECCENTRIC LOADER BCT 8 EACH,SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 5970 LF,EXPANSION JOINTS, DESIGN E5 346 LF,STORM DRAIN INLET PROTECTION 25 EACH,SEDIMENT CONTROL LOG TYPE STRAW 2358 LF,6" SOLID LINE MULTI-COMPONENT GROUND IN (WR) 8404 LF,6" BROKEN LINE MULTI-COMPONENT GROUND IN (WR) 600 LF,TCLP TEST 2 EACH,REMOVE CONCRETE END POST 8 EACH,RECONSTRUCT FIXED JOINT 340 LF,BRIDGE APPROACH PANELS 2276 SY,REMOVE DRAINAGE STRUCTURE 20 EACH,REMOVE CONCRETE APPROACH PANEL 1565 SY,EXCAVATION - COMMON 23862 CY,18" CS PIPE CULVERT 187 LF,24" SPAN CS PIPE-ARCH CULVERT 4 LF,CASTING ASSEMBLY 24 EACH,TRAFFIC BARRIER DESIGN TYPE 31 3567 LF,TRAFFIC BARRIER DESIGN TRANSITION TYPE 31 638 LF,ELECTRONIC WORKERS PRESENT SPEED LIMIT SYSTEM 80 UDAY,STABILIZED CONSTRUCTION EXIT 1 LS,ROLLED EROSION PREVENTION CATEGORY 25 18453 SY,CONCRETE END POST 32 EACH,CONCRETE WEARING COURSE (3U17A) 2.0" 84826 SF,SEAL CRACKS WITH EPOXY BY CHASE METHOD 20 GAL,REMOVE CONCRETE WEARING COURSE 65257 SF,12" CS PIPE CULVERT 245 LF