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66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69TH STREET) <br />PROJECT NO. IRC -1505 BID NO. 20210`18 <br />086 - 1A Road <br />;. . <br />0711 11241 -THERMOPLASTIC, STANDARD, YELLOW, <br />DOTTED/GUIDELINE/6-10 GAP EXTENSION 6" <br />LF <br />223 <br />1.00 <br />223.00 <br />102 - 1A Road <br />0635 2 13 - 30'X 48" SPLICE BOX FOR FIBER OPTIC <br />EA <br />3 <br />1,200.00 <br />3,600.00 <br />172-1 B Road <br />110-7-1 -MAILBOX F &I <br />EA <br />31 <br />100.00 <br />3,100.00 <br />174 - 1 B Road <br />120-4 - SUBSOIL EXCAVATION <br />CY <br />282 <br />22.00 <br />6,204.00 <br />175 -1 B Road <br />120-5 - CHANNEL EXCAVATION <br />CY <br />890 <br />3.50 <br />3,115.00 <br />176 - 1 B Road <br />120-6 - EMBANKMENT <br />CY <br />1,061 <br />7.50 <br />7,957.50 <br />177 - 1 B Road <br />160-4 - TYPE "B" STABILIZATION <br />SY <br />3.511 <br />2.70 <br />9,479.70 <br />178 - 113 Road <br />285-709 - OPTIONAL BASE BASE GROUP 9 <br />SY <br />2,909 <br />13.00 <br />37 817.00 <br />179 - 1 B Road <br />286-1 -TURNOUT CONSTRUCTION <br />SY <br />2,320 <br />26.00 <br />60 320.00 <br />181 - 1 B Road <br />334-1-13 - SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC <br />C) (2" <br />TN <br />4.3 <br />91.00 <br />391.30 <br />184 - 1 B Road <br />400-1-2 - CLASS I CONCRETE ENDWALL <br />CY <br />1.3 <br />1,100.00 <br />1,430.00 <br />188 - 1 B Road <br />425-1-351 - INLETS CURB TYPE P-5 <10' <br />EA <br />2 <br />4,880.00 <br />9,760.00 <br />189 - 1 B Road <br />425-1-361 - INLETS CURB TYPE P-6 <10' <br />EA <br />2 <br />4,900.00 <br />9,800.00 <br />199 - 1 B Road <br />425-1-541A- INLETS (DT BOT)(TYPE D) (<10') (CONTROL <br />STRUCTURE W/ EXTERNAL SKIMMER <br />EA <br />5 <br />3,400.00 <br />32 000.00 <br />211 - 1B Road <br />430-175-124 - PIPE CULVERT RCP ROUND 24" SS <br />LF <br />3 <br />82.00 <br />246.00 <br />224 -1 B Road <br />430-175-218 - PIPE CULVERT ERCP (14"X 23" SS <br />LF <br />58 <br />80.00 <br />4,640.00 <br />228 - 1B Road <br />430-982-125 - MITERED END SECTION CONC. 18" CD <br />EA <br />3 <br />1,470.00 <br />4,410.00 <br />230 - 1 B Road <br />430-982-625 - MITERED END SECTION CONC. 14"X23"CD <br />EA <br />3 <br />1,600.00 <br />4,800.00 <br />231 -1B Road <br />440-1-20 - UNDERDRAIN <br />LF <br />25 <br />50.00 <br />1,250.00 <br />232 -1 B Road <br />440-1-60 - ROCK DRAIN <br />LF <br />100 <br />31.00 <br />3,100.00 <br />233 -1B Road <br />520-1-10 - CONCRETE CURB & GUTTER TYPE F <br />LF <br />311 <br />12.50 <br />3,887.50 <br />235 - 1 B Road <br />522-2 - CONCRETE SIDEWALK 6" THICK <br />SY <br />310 <br />38.25 <br />11 857.50 <br />237 -1 B Road <br />530-3-4 - RIPRAP RUBBLE (F&I) (DITCH LINING <br />TN <br />449.63 <br />151.00 <br />67 894.13 <br />238 - 18 Road <br />536-1-1 - GUARDRAIL(ROADWAY) <br />LF <br />110 <br />21.00 <br />2310.00 <br />240 - 1 B Road <br />536-85-25 - GUARDRAIL END ANCHORAGE ASSEMBLY TYPE II <br />EA <br />2 <br />1,400.00 <br />2,800.00 <br />242 - 1 B Road <br />550-10-110A - FENCING TYPE A 5.0' STANDARD <br />LF <br />88 <br />19.00 <br />1.672.00 <br />243 - 1 B Road <br />550-10-11013 - FENCING TYPE A 4.0' STANDARD <br />LF <br />328 <br />16.00 <br />5,248.00 <br />244 - 1 B Road <br />550-10-220 - FENCING TYPE B 6.0' STANDARD <br />LF <br />661 <br />18.00 <br />11 898.00 <br />246 - 1B Road <br />550-10-410A- FENCING WOOD 4.0' 3 RAIL SPLIT RAIL <br />LF <br />267 <br />11.00 <br />2,937.00 <br />247 - 1 B Road <br />550-10-410B - FENCING(WOOD) 5.0' 3 RAIL SPLIT RAIL <br />LF <br />696 <br />11.00 <br />7,656.00 <br />248 - 1B Road <br />550-60-213 - FENCE GATE TYPE B SINGLE 16.0' OPENING <br />EA <br />1 <br />2,800.00 <br />2,800.00 <br />250 - 1B Road <br />550-60-912 - FENCE GATE WOOD SINGLE 10.0' OPENING <br />EA <br />1 <br />2,800.00 <br />2,800.00 <br />251 - 1B Road <br />570-1-2A- PERFORMANCE TURF SOD BAHIA <br />SY <br />362 <br />3.00 <br />1,086.00 <br />FAPWIic Worcs\ENGINEERING DIVISION PROJECTS11505-66th Aye Wid"rg_49th SI to 69th Shl-AdmirMperds Ite %Projeel CbsmAWORKM FOLDEMIRC-1505_DESC OF CHGS CO 1 <br />V ll <br />