SH 114 - Construct 0 To 6 Lane Grade Separation Over Us 377

100 6002 Preparing Row Sta 56.900 1 104 6001 Removing Conc (Pav) Sy 492.000 2 104 6054 Removing Concrete(Mow Strip) Lf 465.000 3 105 6074 Removing Stab Base and Asph Pav (4") Sy 758.000 4 110 6001 Excavation (Roadway) Cy 20,678.000 5 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 13,088.000 6 134 6004 Backfill (Ty a or B) Sta 22.200 7 161 6017 Compost Manuf Topsoil (4") Sy 34,029.000 8 162 6002 Block Sodding Sy 34,029.000 9 164 6051 Drill Seed (Temp)(Warm or Cool) Sy 34,029.000 10 168 6001 Vegetative Watering Mg 6,328.000 11 260 6002 Lime (Hydrated Lime (Slurry)) Ton 473.000 12 260 6009 Lime Trt (Exst Matl)(10") Sy 20,864.000 13 260 6027 Lime Trt (Exst Matl)(8") Sy 8,934.000 14 360 6004 Conc Pvmt (Cont Reinf - Crcp) (10") Sy 359.000 15 360 6005 Conc Pvmt (Cont Reinf - Crcp) (11") Sy 8,862.000 16 360 6007 Conc Pvmt (Cont Reinf - Crcp) (13") Sy 20,042.000 17 400 6005 Cem Stabil Bkfl Cy 941.000 18 402 6001 Trench Excavation Protection Lf 1,268.000 19 416 6001 Drill Shaft (18 in) Lf 308.000 20 416 6005 Drill Shaft (42 in) Lf 7,831.000 21 416 6006 Drill Shaft (48 in) Lf 2,515.000 22 416 6019 Drill Shaft (Sign Mts) (30 in) Lf 104.000 23 416 6021 Drill Shaft (Sign Mts) (42 in) Lf 14.000 24 416 6022 Drill Shaft (Sign Mts) (48 in) Lf 66.000 25 416 6023 Drill Shaft (Sign Mts) (54 in) Lf 51.000 26 420 6014 Cl C Conc (Abut)(Hpc) Cy 231.700 27 420 6030 Cl C Conc (Cap)(Hpc) Cy 1,576.700 28 420 6034 Cl C Conc (Cap)(Hpc)(Extend) Cy 13.500 29 420 6037 Cl C Conc (Column) Cy 14.900 30 420 6038 Cl C Conc (Column)(Hpc) Cy 1,680.100 31 422 6002 Reinf Conc Slab (Hpc) Sf 340,465.000 32 422 6016 Approach Slab (Hpc) Cy 218.000 33 425 6038 Prestr Conc Girder (Tx46) Lf 605.090 34 425 6040 Prestr Conc Girder (Tx62) Lf 29,778.080 35 432 6001 Riprap (Conc)(4 in) Cy 788.000 36 432 6045 Riprap (Mow Strip)(4 in) Cy 66.000 37 434 6008 Elastomeric Bearing (Ee6) Ea 15.000 38 434 6009 Elastomeric Bearing (Ee7) Ea 4.000 39 434 6035 Elastomeric Bearing (F7) Ea 19.000 40 434 6043 Sliding Elastomeric Bearing (Es 6) Ea 4.000 41 434 6111 Elastomeric Bearing(Ee4) Ea 15.000 42 442 6001 Str Steel (Plate Girder) Lb 5,186,700.000 43 450 6024 Rail (Ty Sstr)(Hpc) Lf 12,601.900 44 450 6119 Rail (Clf-ro) Lf 1,423.900 45 454 6018 Sealed Expansion Joint (4 in) (Sej - M) Lf 944.000 46 454 6019 Sealed Expansion Joint (5 in) (Sej - M) Lf 310.000 47 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 1,339.000 48 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 6.000 49 465 6078 Inlet (Compl)(Psl)(Rg)(3ftx3ft) Ea 2.000 50 465 6130 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx5ft) Ea 6.000 51 496 6002 Remov Str (Inlet) Ea 4.000 52 496 6007 Remov Str (Pipe) Lf 487.000 53 500 6001 Mobilization Ls 1.000 54 502 6001 Barricades, Signs and Traffic Handling Mo 20.000 55 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 522.000 56 506 6011 Rock Filter Dams (Remove) Lf 522.000 57 506 6020 Construction Exits (Install) (Ty 1) Sy 246.000 58 506 6024 Construction Exits (Remove) Sy 246.000 59 506 6038 Temp Sedmt Cont Fence (Install) Lf 4,712.000 60 506 6039 Temp Sedmt Cont Fence (Remove) Lf 4,712.000 61 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 605.000 62 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 605.000 63 512 6005 Port Ctb (Fur & Inst)(F-shape)(Ty 1) Lf 4,110.000 64 512 6053 Port Ctb (Remove)(F-shape)(Ty 1) Lf 4,170.000 65 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 8,130.000 66 514 6003 Perm Ctb (Sgl Slope) (Ty 3) (42 ) Lf 238.000 67 540 6002 Mtl W-beam Gd Fen (Steel Post) Lf 950.000 68 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 4.000 69 540 6016 Downstream Anchor Terminal Section Ea 1.000 70 542 6001 Remove Metal Beam Guard Fence Lf 300.000 71 542 6002 Remove Terminal Anchor Section Ea 2.000 72 544 6001 Guardrail End Treatment (Install) Ea 3.000 73 544 6003 Guardrail End Treatment (Remove) Ea 2.000 74 545 6005 Crash Cush Atten (Remove) Ea 3.000 75 545 6013 Crash Cush Atten (Instl)(R)(N)(Tl3) Ea 1.000 76 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 2.000 77 610 6104 in Rd Il (U/p) (Ty 1) (150w Eq) Led Ea 4.000 78 618 6023 Condt (Pvc) (Sch 40) (2") Lf 389.000 79 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 51.000 80 618 6046 Condt (Pvc) (Sch 80) (2") Lf 57.000 81 618 6064 Condt (Rm) (1") Lf 232.000 82 618 6070 Condt (Rm) (2") Lf 266.000 83 620 6003 Elec Condr (No.12) Bare Lf 232.000 84 620 6004 Elec Condr (No.12) Insulated Lf 464.000 85 620 6007 Elec Condr (No.8) Bare Lf 706.000 86 620 6008 Elec Condr (No.8) Insulated Lf 1,412.000 87 624 6002 Ground Box Ty a (122311)w/apron Ea 2.000 88 624 6010 Ground Box Ty D (162922)w/apron Ea 1.000 89 628 6006 Elc Srv Ty a 120/240 060(Ns)ss(E)gc(O) Ea 1.000 90 628 6151 Elc Srv Ty D 120/240 060(Ns)ss(N)ps(U) Ea 1.000 91 636 6003 Aluminum Signs (Ty O) Sf 1,503.250 92 636 6007 Replace Existing Aluminum Signs(Ty a) Sf 4.950 93 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 6.000 94 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 1.000 95 644 6030 in Sm Rd Sn Sup&am Tys80(1)sa(T) Ea 1.000 96 644 6033 in Sm Rd Sn Sup&am Tys80(1)sa(U) Ea 2.000 97 644 6053 in Sm Rd Sn Sup&am Tys80(2)sb(P) Ea 1.000 98 644 6064 in Bridge Mnt Clearance Sgn Assm(Ty N) Ea 3.000 99 644 6066 in Sm Rd Sn Sup&am (Rail Mount) Ea 5.000 100 650 6025 Ins Oh Sn Sup(25 Ft Cant) Ea 1.000 101 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 2.000 102 650 6045 Ins Oh Sn Sup(40 Ft Cant) Ea 3.000 103 650 6104 Ins Oh Sn Sup(95 Ft Brdg) Ea 1.000 104 650 6114 Ins Oh Sn Sup(105 Ft Brdg) Ea 1.000 105 658 6013 Instl Del Assm (D-sw)sz (Brf)ctb Ea 47.000 106 658 6015 Instl Del Assm (D-sw)sz (Brf)gf1 Ea 46.000 107 658 6026 Instl Del Assm (D-sy)sz (Brf)ctb Ea 103.000 108 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 1,020.000 109 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 5,384.000 110 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 655.000 111 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 5,729.000 112 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 4,782.000 113 666 6039 Refl Pav Mrk Ty I (W)12"(Lndp)(100mil) Lf 242.000 114 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 2.000 115 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 2.000 116 666 6224 Pavement Sealer 4" Lf 28,703.000 117 666 6225 Pavement Sealer 6" Lf 1,694.000 118 666 6226 Pavement Sealer 8" Lf 4,782.000 119 666 6228 Pavement Sealer 12" Lf 242.000 120 666 6231 Pavement Sealer (Arrow) Ea 2.000 121 666 6232 Pavement Sealer (Word) Ea 2.000 122 666 6300 Re Pm W/ret Req Ty I (W)4"(Brk)(100mil) Lf 170.000 123 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 13,263.000 124 666 6306 Re Pm W/ret Req Ty I (W)6"(Brk)(100mil) Lf 1,694.000 125 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 15,270.000 126 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 328.000 127 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 14,711.000 128 678 6001 Pav Surf Prep for Mrk (4") Lf 28,703.000 129 678 6002 Pav Surf Prep for Mrk (6") Lf 1,694.000 130 678 6004 Pav Surf Prep for Mrk (8") Lf 4,782.000 131 678 6006 Pav Surf Prep for Mrk (12") Lf 242.000 132 678 6009 Pav Surf Prep for Mrk (Arrow) Ea 2.000 133 678 6016 Pav Surf Prep for Mrk (Word) Ea 2.000 134 730 6003 Spot Mowing Ac 20.000 135 3077 6001 Sp Mixes Sp-b Pg64-22 Ton 6,557.700 136 6001 6002 Portable Changeable Message Sign Ea 2.000 137 6003 6001 Its System Support Equipment Ls 1.000 138 6010 6002 Cctv Field Equipment (Digital) Ea 1.000 139 6062 6024 Its Radio (Sngl)(5 Ghz)-c-p Ea 1.000 140 6064 6055 Its Pole (60 Ft)(90 Mph) Ea 1.000 141 6064 6084 Its Pole Mnt Cab (Ty 2)(Conf 2) Ea 1.000 142 6185 6002 Tma (Stationary) Day 161.000 143 6185 6005 Tma (Mobile Operation) Day 4.000 144 6304 6002 Its Rvsd (Data Collect & Wwa) Sys Ea 1.000 145

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.