REMOVING AN EXISTING RETAINING WALL AND CONSTRUCTING A SHEET PILING WALL AND A CAST-IN-PLACE RETAINING WALL TO SUPPORT THE ROADWAY ALONG THE DRY FORK WHITEWATER RIVER. 0001 ROADWAY 0001 201E11000 CLEARING AND GRUBBING 1.000 LS 0002 202E20010 HEADWALL REMOVED 1.000 EACH 0003 202E32800 CONCRETE SLOPE PROTECTION REMOVED 0.600 SY 0004 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER 40.000 FT 0005 202E38000 GUARDRAIL REMOVED 479.000 FT 0006 202E58100 CATCH BASIN REMOVED 1.000 EACH 0007 203E10000 EXCAVATION 649.000 CY 0008 203E20000 EMBANKMENT 140.000 CY 0009 204E10000 SUBGRADE COMPACTION 871.000 SY 0010 204E45000 PROOF ROLLING 0.500 HOUR 0011 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING 587.500 FT 0012 606E26150 ANCHOR ASSEMBLY, MGS TYPE E 1.000 EACH 0013 606E26550 ANCHOR ASSEMBLY, MGS TYPE T 1.000 EACH 0014 690E50350 SPECIAL - MAILBOX REMOVED AND RESET 1.000 EACH 0015 690E98400 SPECIAL - 1.000 LS 0002 EROSION CONTROL 0016 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT 14.100 SY 0017 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FABRIC 60.000 CY
