Road[s] 0010 Mobilization, Max. $242900.00 1000001 1.000 LS 0020 Contractor Staking, Road Only 1040007 1.000 LS 0030 Staking Plan Errors and Extras, One 1040020 50.000 Hr Person 0040 Staking Plan Errors and Extras, Two 1040021 20.000 Hr Person 0050 Staking Plan Errors and Extras, Three 1040022 30.000 Hr Person 0060 Culv, Rem, Less than 24 inch 2030001 21.000 Ea 0070 Culv End, Rem, Less than 24 inch 2030005 109.000 Ea 0080 Culv End, Rem, 24 inch to 48 inch 2030006 17.000 E 0090 Curb and Gutter, Rem 2040006 3,888.000 Ft 0100 Guardrail, Rem 2040008 550.000 Ft 0110 Pavt, Rem 2040011 3,303.000 Syd 0120 Ditch Cleanout 2050006 225.000 Sta 0130 Embankment, CIP 2050010 1,826.000 Cyd 0140 Embankment, LM 2050011 6,455.000 Cyd 0150 Excavation, Earth 2050016 11,542.000 Cyd 0160 Excavation, Rock 2050018 200.000 Cyd 0170 Subgrade Undercutting, Type II 205004 500.000 Cyd 0180 Berm Grading 2057002 30.000 Sta 0190 Median Grading 2057002 180.000 Sta 0200 Excavation-Special 2057021 11,326.000 Cyd 0210 Erosion Control Check Dam, Stone 2080002 202.000 Ft 0220 Erosion Control, Sediment Trap 2080022 11.000 Ea 0230 Erosion Control, Maintenance, Sediment 2080023 33.000 Cyd Remova 0240 Erosion Control, Silt Fence 2080025 2,000.000 Ft 0250 Permeable Runoff Structure 2087001 821.000 Ft 0260 Subbase, CIP 3010002 3,382.000 Cyd 0270 Subbase, LM 3010003 5,638.000 Cyd 0280 Aggregate Base 3020001 900.000 Ton 0290 Aggregate Base, 8 inch 3020020 8,195.000 Syd 0300 Aggregate Base, Conditioning 3020050 60.000 Syd 0310 HMA Base Crushing and Shaping 3050002 29,204.000 Syd 0320 Material, Surplus and Unsuitable, Rem, 3050010 500.000 Cyd LM 0330 Salv Crushed Material, LM 3050015 300.000 Cyd 0340 Maintenance Gravel, LM 3060015 325.000 Cyd 0350 Approach, Cl I 3070001 1,820.000 Ton 0360 Approach, Cl II 3070021 651.000 Ton 0370 Shoulder, Cl II 3070121 8,356.000 Ton 0380 Culv, Cl F, 12 inch 4010150 274.000 Ft 0390 Culv, Cl F, 18 inch 4010152 980.000 Ft 0400 Culv, Cl A, Conc, 12 inch 4010200 104.000 Ft 0410 Culv, Cl A, Conc, 18 inch 4010202 564.000 Ft 0420 Culv, Cl A, Conc, 24 inch 4010203 64.000 Ft 0430 Culv, Cl A, Conc, 30 inch 4010204 28.000 Ft 0440 Culv, Cl A, Conc, 36 inch 4010205 68.000 Ft 0450 Culv, Slp End Sect, 1 on 4, 24 inch, 4010668 7.000 Ea Transv 046 Culv, Slp End Sect, 1 on 4, 30 inch, 4010670 1.000 Ea Transv 0470 Culv, Slp End Sect, 1 on 4, 36 inch, 4010671 7.000 Ea Transv 0480 Culv, Slp End Sect, 1 on 6, 15 inch, 4010680 12.000 Ea Longit 0490 Culv, Slp End Sect, 1 on 6, 18 inch, 4010681 68.000 Ea Longit 0500 Culv, Slp End Sect, 1 on 6, 24 inch, 4010683 2.00 Ea Longit 0510 Culv End Sect, Grate 4010830 1,758.000 Lb 0520 Culv End Sect, 12 inch 4010831 36.000 Ea 0530 Culv End Sect, 18 inch 4010833 62.000 Ea 0540 Culv End Sect, Conc, 12 inch 4010840 3.000 Ea 0550 Culv Bedding 4010884 17.000 Cyd 0560 Dr Marker Post 4010886 27.000 Ea 0570 Culv Clean Out 4017001 912.000 Ft 0580 Dr Structure, 24 inch dia 4030000 7.000 Ea 0590 Dr Structure Cover 4030051 2,450.000 Lb 0600 Dr Structure Cover, Adj, Case 1 4030052 49.000 Ea 0610 Dr Structure, Tap, 6 inch 4030061 4.000 Ea 0620 Underdrain, Subbase, 6 inch 404006 2,632.000 Ft 0630 Underdrain, Subgrade, 6 inch 4040073 600.000 Ft 0640 Underdrain Outlet, 6 inch 4040093 256.000 Ft 0650 Underdrain, Outlet Ending, 6 inch 4040113 12.000 Ea 0660 Pavt, Cleaning 5020001 1.000 LS 0670 Cold Milling HMA Surface 5020003 47,084.000 Syd 0680 HMA Patch, Rem 5020006 50.000 Syd 0690 Pavt for Butt Joints, Rem 5020008 5,715.000 Syd