US 59 - Construct One Way Frontage Roads

104 6001 Removing Conc (Pav) Sy 26,336.700 1 104 6009 Removing Conc (Riprap) Sy 59.700 2 104 6011 Removing Conc (Medians) Sy 691.900 3 104 6017 Removing Conc (Driveways) Sy 1,165.100 4 104 6021 Removing Conc (Curb) Lf 2,778.000 5 104 6022 Removing Conc (Curb And Gutter) Lf 320.000 6 110 6001 Excavation (Roadway) Cy 56,653.700 7 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 33,952.200 8 160 6003 Furnishing And Placing Topsoil (4") Sy 167,285.000 9 162 6002 Block Sodding Sy 4,861.000 10 164 6023 Cell Fbr Mlch Seed(Perm)(Rural)(Clay) Sy 162,424.000 11 164 6029 Cell Fbr Mlch Seed(Temp)(Warm) Sy 40,607.000 12 164 6031 Cell Fbr Mlch Seed(Temp)(Cool) Sy 40,607.000 13 168 6001 Vegetative Watering Mg 1,880.220 14 247 6057 Fl Bs (Cmp In Plc)(Tye Gr1-2)(Fnal Pos) Cy 16,683.000 15 247 6332 Fl Bs (Rdwy Del)(Ty E Gr 1-2)(Fnl Pos) Cy 2,031.000 16 260 6006 Lime Trt (Exst Matl) (6") Sy 12,185.000 17 260 6012 Lime(Hyd,Com Or Qk)(Slry)Or Qk(Dry) Ton 1,396.000 18 260 6027 Lime Trt (Exst Matl)(8") Sy 78,657.000 19 275 6001 Cement Ton 111.000 20 275 6003 Cement Treat (New Base) (6") Sy 12,185.000 21 310 6009 Prime Coat (Mc-30) Gal 16,873.000 22 316 6246 Aggr(Ty-Pe Gr-3 Sac-B) Cy 992.000 23 316 6400 Asph (Ac-15p Or Ac-10-2tr Or Crs-2p) Gal 33,746.000 24 342 6002 Pfc (Asphalt) Pg76-22 Ton 45.000 25 342 6006 Pfc-C (Aggregate)(Pg76 Mix) Sac-A Ton 701.000 26 342 6020 Tack Coat Gal 1,125.000 27 351 6036 Flex Pavement Structure Repair (2-8") Sy 25.000 28 360 6002 Conc Pvmt (Cont Reinf - Crcp) (8") Sy 11,251.000 29 400 6005 Cem Stabil Bkfl Cy 341.500 30 400 6006 Cut & Restoring Pav Sy 58.600 31 401 6001 Flowable Backfill Cy 6.000 32 402 6001 Trench Excavation Protection Lf 84.000 33 410 6001 Soil Nail Anchors Lf 14,937.000 34 416 6002 Drill Shaft (24 In) Lf 138.000 35 416 6004 Drill Shaft (36 In) Lf 631.000 36 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 330.000 37 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 92.000 38 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 115.000 39 420 6013 Cl C Conc (Abut) Cy 34.600 40 420 6029 Cl C Conc (Cap) Cy 14.300 41 420 6037 Cl C Conc (Column) Cy 13.900 42 420 6066 Cl C Conc (Rail Foundation) Cy 26.400 43 422 6001 Reinf Conc Slab Sf 7,820.000 44 423 6001 Retaining Wall (Mse) Sf 5,952.000 45 423 6022 Retaining Wall (Soil Nail)(Facia) Sf 4,500.000 46 425 6039 Prestr Conc Girder (Tx54) Lf 916.000 47 429 6007 Conc Str Repair (Vertical & Overhead) Sf 30.000 48 432 6001 Riprap (Conc)(4 In) Cy 277.800 49 432 6002 Riprap (Conc)(5 In) Cy 6.600 50 432 6008 Riprap (Conc)(Cl B)(Rr8&Rr9) Cy 82.000 51 432 6009 Riprap (Conc) (Cl B) (4") Cy 11.550 52 432 6045 Riprap (Mow Strip)(4 In) Cy 51.000 53 439 6013 Multi-Layer Polymer Overlay Sy 1,949.000 54 450 6016 Rail (Ty T552) Lf 1,163.310 55 450 6122 Rail (Ty T80pp) Lf 150.000 56 454 6018 Sealed Expansion Joint (4 In) (Sej - M) Lf 213.000 57 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 54.000 58 462 6006 Conc Box Culv (5 Ft X 2 Ft) Lf 162.000 59 462 6010 Conc Box Culv (6 Ft X 3 Ft) Lf 104.000 60 462 6014 Conc Box Culv (7 Ft X 3 Ft) Lf 302.000 61 464 6002 Rc Pipe (Cl Iii)(15 In) Lf 8.000 62 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 296.000 63 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 232.000 64 465 6269 Inlet (Compl)(Ty C) Ea 1.000 65 465 6270 Manh (Compl)(Ty M) Ea 1.000 66 467 6101 Set (Ty I)(S=3 Ft)(Hw=2ft)(4:1)(C) Ea 1.000 67 467 6104 Set (Ty I)(S=3 Ft)(Hw=2ft)(6:1)(C) Ea 1.000 68 467 6171 Set (Ty I)(S= 5 Ft)(Hw= 3 Ft)(3:1) (C) Ea 1.000 69 467 6172 Set (Ty I)(S= 5 Ft)(Hw= 3 Ft)(4:1) (C) Ea 1.000 70 467 6173 Set (Ty I)(S= 5 Ft)(Hw= 3 Ft)(6:1) (C) Ea 3.000 71 467 6211 Set (Ty I)(S= 6 Ft)(Hw= 4 Ft)(3:1) (C) Ea 2.000 72 467 6212 Set (Ty I)(S= 6 Ft)(Hw= 4 Ft)(4:1) (C) Ea 2.000 73 467 6245 Set (Ty I)(S= 7 Ft)(Hw= 4 Ft)(4:1) (C) Ea 1.000 74 467 6247 Set (Ty I)(S= 7 Ft)(Hw= 4 Ft)(6:1) (P) Ea 1.000 75 467 6341 Set (Ty Ii) (15 In) (Rcp) (6: 1) (P) Ea 2.000 76 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (C) Ea 3.000 77 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 9.000 78 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (C) Ea 1.000 79 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (C) Ea 6.000 80 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (C) Ea 1.000 81 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 4.000 82 479 6004 Adjusting Manholes (Sanitary) Ea 7.000 83 496 6002 Remov Str (Inlet) Ea 2.000 84 496 6004 Remov Str (Set) Ea 1.000 85 496 6042 Remov Str (Small) Ea 12.000 86 500 6001 Mobilization Ls 1.000 87 502 6001 Barricades, Signs And Traffic Handling Mo 24.000 88 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 100.000 89 506 6011 Rock Filter Dams (Remove) Lf 100.000 90 506 6020 Construction Exits (Install) (Ty 1) Sy 222.000 91 506 6024 Construction Exits (Remove) Sy 222.000 92 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,040.000 93 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,040.000 94 508 6001 Constructing Detours Sy 871.600 95 512 6005 Port Ctb (Fur & Inst)(F-Shape)(Ty 1) Lf 3,060.000 96 512 6029 Port Ctb (Move)(F-Shape)(Ty 1) Lf 3,210.000 97 512 6053 Port Ctb (Remove)(F-Shape)(Ty 1) Lf 3,060.000 98 529 6007 Conc Curb & Gutter (Ty I) Lf 297.000 99 529 6008 Conc Curb & Gutter (Ty Ii) Lf 2,264.000 100 530 6004 Driveways (Conc) Sy 1,760.900 101 530 6006 Driveways (Surf Treat) Sy 391.100 102 531 6002 Conc Sidewalks (5") Sy 597.200 103 531 6019 Curb Ramps (Ty 2) Sy 16.600 104 531 6027 Curb Ramps (Ty 10) Sy 5.600 105 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 475.000 106 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 1.000 107 540 6008 Mtl Beam Gd Fen Trans (T101) Ea 4.000 108 542 6001 Remove Metal Beam Guard Fence Lf 550.000 109 542 6002 Remove Terminal Anchor Section Ea 1.000 110 542 6005 Rm Mtl Bm Gd Fen Trans (T101) Ea 4.000 111 544 6001 Guardrail End Treatment (Install) Ea 5.000 112 544 6003 Guardrail End Treatment (Remove) Ea 5.000 113 545 6003 Crash Cush Atten (Move & Reset) Ea 4.000 114 545 6005 Crash Cush Atten (Remove) Ea 4.000 115 545 6007 Crash Cush Atten (Instl)(L)(N)(Tl3) Ea 1.000 116 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 3.000 117 560 6007 Mailbox Install-S (Wc-Post) Ty 3 Ea 7.000 118 610 6009 Remove Rd Il Asm (Trans-Base) Ea 27.000 119 610 6050 In Rd Il Am (Ty Sa) 40t-8 (250w) S Ea 8.000 120 610 6104 In Rd Il (U/P) (Ty 1) (150w Eq) Led Ea 4.000 121 610 6288 In Rd Il (Ty Sa) 50t-10 (400w Eq) Led Ea 33.000 122 618 6023 Condt (Pvc) (Sch 40) (2") Lf 8,645.000 123 618 6046 Condt (Pvc) (Sch 80) (2") Lf 2,097.000 124 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 2,505.000 125 618 6058 Condt (Pvc) (Sch 80) (4") Lf 1,200.000 126 618 6059 Condt (Pvc) (Sch 80) (4") (Bore) Lf 790.000 127 618 6064 Condt (Rm) (1") Lf 225.000 128 618 6070 Condt (Rm) (2") Lf 530.000 129 618 6078 Condt (Rm) (4") Lf 265.000 130 620 6003 Elec Condr (No.12) Bare Lf 180.000 131 620 6004 Elec Condr (No.12) Insulated Lf 360.000 132 620 6007 Elec Condr (No.8) Bare Lf 15,658.000 133 620 6008 Elec Condr (No.8) Insulated Lf 28,388.000 134 620 6009 Elec Condr (No.6) Bare Lf 449.000 135 620 6016 Elec Condr (No.2) Insulated Lf 1,347.000 136 624 6002 Ground Box Ty A (122311)W/Apron Ea 22.000 137 624 6010 Ground Box Ty D (162922)W/Apron Ea 19.000 138 628 6009 Elc Srv Ty A 120/240 060(Ns)Ss(E)Sp(O) Ea 3.000 139 628 6250 Elc Srv Ty D 120/240 100(Ns)Ss(N)Sp(O) Ea 2.000 140 636 6002 Aluminum Signs (Ty G) Sf 1,680.250 141 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 3.000 142 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 8.000 143 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(U) Ea 15.000 144 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(T) Ea 2.000 145 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(U) Ea 6.000 146 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(U-1ext) Ea 2.000 147 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(P-Exal) Ea 1.000 148 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(P) Ea 29.000 149 644 6061 In Sm Rd Sn Sup&Am Tytwt(1)Ws(T) Ea 2.000 150 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty N) Ea 1.000 151 644 6075 Relocate Sm Rd Sn Sup&Am(Sign Only) Ea 1.000 152 644 6076 Remove Sm Rd Sn Sup&Am Ea 89.000 153 644 6084 In Srss & Am (Rail)(90 Mph)(T Mount) Ea 13.000 154 647 6001 Install Lrss (Struct Steel) Lb 6,955.400 155 647 6003 Remove Lrsa Ea 10.000 156 658 6010 Instl Del Assm (D-Sw)Sz 2(Wc)Gnd Ea 61.000 157 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 22.000 158 658 6061 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2 Ea 29.000 159 658 6069 Instl Del Assm (D-Sw)Sz (Brf)Ctb (Br) Ea 35.000 160 662 6001 Wk Zn Pav Mrk Non-Remov (W)4"(Brk) Lf 3,161.000 161 662 6002 Wk Zn Pav Mrk Non-Remov (W)4"(Dot) Lf 221.000 162 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 28,192.000 163 662 6012 Wk Zn Pav Mrk Non-Remov (W)8"(Sld) Lf 13,205.000 164 662 6014 Wk Zn Pav Mrk Non-Remov (W)12"(Sld) Lf 1,960.000 165 662 6032 Wk Zn Pav Mrk Non-Remov (Y)4"(Brk) Lf 33.000 166 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 20,620.000 167 662 6039 Wk Zn Pav Mrk Non-Remov (Y)12"(Sld) Lf 225.000 168 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 1,133.000 169 662 6061 Wk Zn Pav Mrk Remov (W)4"(Dot) Lf 26.000 170 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 37,405.000 171 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 8,618.000 172 662 6073 Wk Zn Pav Mrk Remov (W)12"(Sld) Lf 695.000 173 662 6093 Wk Zn Pav Mrk Remov (Y)4"(Brk) Lf 33.000 174 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 31,387.000 175 662 6100 Wk Zn Pav Mrk Remov (Y)12"(Sld) Lf 115.000 176 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty W Ea 1,167.000 177 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty Y-2 Ea 177.000 178 662 6123 Wk Zn Pav Mrk Remov (W)12"(Dot) Lf 373.000 179 666 6006 Refl Pav Mrk Ty I (W)4"(Dot)(100mil) Lf 146.000 180 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 9,325.000 181 666 6041 Refl Pav Mrk Ty I (W)12"(Sld)(090mil) Lf 1,160.000 182 666 6140 Refl Pav Mrk Ty I (Y)12"(Sld)(090mil) Lf 110.000 183 666 6349 Refl Pav Mrk Ty I (W)12"(Dot)(090mil) Lf 127.000 184 668 6076 Prefab Pav Mrk Ty C (W) (24") (Sld) Lf 386.000 185 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 11.000 186 668 6080 Prefab Pav Mrk Ty C (W) (Uturn Arrow) Ea 4.000 187 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 13.000 188 668 6091 Prefab Pav Mrk Ty C (W) (18")(Yld Tri) Ea 5.000 189 668 6108 Prefab Pav Mrk Ty C (Y) (24") (Sld) Lf 710.000 190 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 118.000 191 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 641.000 192 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 760.000 193 677 6002 Elim Ext Pav Mrk & Mrks (6") Lf 920.000 194 680 6002 Install Hwy Trf Sig (Isolated) Ea 2.000 195 680 6004 Removing Traffic Signals Ea 2.000 196 682 6001 Veh Sig Sec (12")Led(Grn) Ea 22.000 197 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 4.000 198 682 6003 Veh Sig Sec (12")Led(Yel) Ea 22.000 199 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 7.000 200 682 6005 Veh Sig Sec (12")Led(Red) Ea 22.000 201 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 4.000 202 682 6018 Ped Sig Sec (Led)(Countdown) Ea 2.000 203 682 6054 Backplate W/Ref Brdr(3 Sec)(Vent)Alum Ea 23.000 204 682 6055 Backplate W/Ref Brdr(4 Sec)(Vent)Alum Ea 3.000 205 684 6031 Trf Sig Cbl (Ty A)(14 Awg)(5 Condr) Lf 3,355.000 206 684 6033 Trf Sig Cbl (Ty A)(14 Awg)(7 Condr) Lf 221.000 207 684 6035 Trf Sig Cbl (Ty A)(14 Awg)(9 Condr) Lf 2,146.000 208 686 6025 Ins Trf Sig Pl Am (S)1 Arm(24') Ea 1.000 209 686 6039 Ins Trf Sig Pl Am(S)1 Arm(36')Lum Ea 1.000 210 686 6041 Ins Trf Sig Pl Am(S)1 Arm(40') Ea 1.000 211 686 6043 Ins Trf Sig Pl Am(S)1 Arm(40')Lum Ea 1.000 212 686 6047 Ins Trf Sig Pl Am(S)1 Arm(44')Lum Ea 2.000 213 686 6055 Ins Trf Sig Pl Am(S)1 Arm(50')Lum Ea 1.000 214 686 6059 Ins Trf Sig Pl Am(S)1 Arm(55')Lum Ea 2.000 215 686 6061 Ins Trf Sig Pl Am(S)1 Arm(60') Ea 1.000 216 686 6063 Ins Trf Sig Pl Am(S)1 Arm(60')Lum Ea 1.000 217 687 6001 Ped Pole Assembly Ea 1.000 218 688 6001 Ped Detect Push Button (Aps) Ea 2.000 219 688 6003 Ped Detector Controller Unit Ea 1.000 220 786 6001 Carbon Fiber Reinf Polymer Protection Sf 18.000 221 788 6002 Concrete Beam Repair (Cfrp) Ea 3.000 222 3076 6001 D-Gr Hma Ty-B Pg64-22 Ton 17,216.000 223 3076 6042 D-Gr Hma Ty-D Sac-B Pg70-22 Ton 12,577.000 224 3076 6066 Tack Coat Gal 15,886.000 225 6001 6002 Portable Changeable Message Sign Ea 10.000 226 6024 6003 Hppm W/Ret Req Ty I(W)4"(Brk)(100mil) Lf 2,711.000 227 6024 6006 Hppm W/Ret Req Ty I(W)4"(Sld)(100mil) Lf 15,337.000 228 6024 6009 Hppm W/Ret Req Ty I(W)6"(Brk)(100mil) Lf 450.000 229 6024 6012 Hppm W/Ret Req Ty I(W)6"(Sld)(100mil) Lf 13,975.000 230 6024 6015 Hppm W/Ret Req Ty I(Y)4"(Brk)(100mil) Lf 45.000 231 6024 6018 Hppm W/Ret Req Ty I(Y)4"(Sld)(100mil) Lf 20,620.000 232 6185 6002 Tma (Stationary) Day 30.000 233 6185 6005 Tma (Mobile Operation) Day 30.000 234 6306 6005 Vivds Cntrl Software Ea 2.000 235 6306 6009 Vivds Prosr Sys (Install Only) Ea 2.000 236 6306 6010 Vivds Cam Assy (Install Only) Ea 11.000 237 6306 6012 Vivds Cabling (Install Only) Lf 5,000.000 238

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.