CS - Reconstruct Existing Roadway

100 6002 Preparing Row Sta 46.000 1 100 6007 Prep Row (Tree)(Greater Than 24" Dia) Ea 4.000 2 104 6001 Removing Conc (Pav) Sy 2,536.000 3 104 6011 Removing Conc (Medians) Sy 303.000 4 104 6017 Removing Conc (Driveways) Sy 1,195.000 5 105 6023 Removing Stab Base and Asph Pav (5") Sy 2,571.000 6 105 6082 Removing Stab Base & Asph Pv(10 to 16") Sy 12,057.000 7 110 6001 Excavation (Roadway) Cy 8,336.000 8 132 6002 Embankment (Final)(Dens Cont)(Ty a) Cy 785.000 9 132 6008 Embankment (Final)(Dens Cont)(Ty D) Cy 8,336.000 10 161 6017 Compost Manuf Topsoil (4") Sy 27,524.000 11 162 6002 Block Sodding Sy 27,524.000 12 168 6001 Vegetative Watering Mg 965.000 13 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 5,439.000 14 192 6046 Plant Material (Min 3" Cal) (B&b) Ea 4.000 15 216 6001 Proof Rolling Hr 8.000 16 247 6230 Fl Bs (Cmp in Place)(Ty a Gr 1-2)(8") Sy 17,276.000 17 276 6169 Cem Trt(Plnt Mx) (Cl L)(Tya)(Gr1-2)(6") Sy 26,963.000 18 310 6028 Prime Coat (Mc-30 or Ec-30) Gal 5,394.000 19 360 6002 Conc Pvmt (Cont Reinf - Crcp) (8") Sy 25,439.000 20 400 6005 Cem Stabil Bkfl Cy 92.000 21 416 6004 Drill Shaft (36 in) Lf 862.000 22 416 6029 Drill Shaft (Rdwy Ill Pole) (30 in) Lf 224.000 23 416 6031 Drill Shaft (Trf Sig Pole) (30 in) Lf 11.000 24 416 6032 Drill Shaft (Trf Sig Pole) (36 in) Lf 13.000 25 416 6034 Drill Shaft (Trf Sig Pole) (48 in) Lf 22.000 26 420 6014 Cl C Conc (Abut)(Hpc) Cy 52.100 27 420 6030 Cl C Conc (Cap)(Hpc) Cy 44.700 28 420 6038 Cl C Conc (Column)(Hpc) Cy 21.000 29 422 6002 Reinf Conc Slab (Hpc) Sf 5,460.000 30 422 6016 Approach Slab (Hpc) Cy 77.000 31 425 6035 Prestr Conc Girder (Tx28) Lf 642.120 32 432 6006 Riprap (Conc)(Cl B) Cy 85.000 33 432 6039 Bedding Material (6 in) Cy 289.000 34 432 6041 Riprap (Special) Cy 1,925.000 35 432 6045 Riprap (Mow Strip)(4 in) Cy 88.000 36 432 6051 Riprap (Stone Common)(Grout)(18 in) Cy 242.000 37 450 6007 Rail (Ty T223)(Hpc) Lf 300.000 38 454 6018 Sealed Expansion Joint (4 in) (Sej - M) Lf 141.200 39 462 6023 Conc Box Culv (8 Ft X 8 Ft) Lf 178.000 40 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 15.000 41 464 6004 Rc Pipe (Cl Iii)(21 in) Lf 10.000 42 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 153.000 43 464 6018 Rc Pipe (Cl Iv)(24 in) Lf 533.000 44 465 6465 Inlet (Compl)(Ad)(3ft X 3ft)(Ftw) Ea 4.000 45 465 6490 Manh (Compl)(Ty Sd)(3ft X 3ft)(Ftw) Ea 2.000 46 465 6495 Manh (Compl)(Ty Sd)(5'x 5'-3'x 3')(Ftw) Ea 3.000 47 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 1.000 48 466 6173 Wingwall (Pw - 1) (Hw=12 Ft) Ea 1.000 49 467 6006 Set (Ty I) (24 in) (4: 1) (C) Ea 1.000 50 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 4.000 51 472 6006 Remov & Re - Lay Pipe (24 in) Lf 64.000 52 496 6002 Remov Str (Inlet) Ea 2.000 53 496 6004 Remov Str (Set) Ea 4.000 54 496 6005 Remov Str (Wingwall) Ea 2.000 55 496 6006 Remov Str (Headwall) Ea 3.000 56 496 6007 Remov Str (Pipe) Lf 150.000 57 496 6008 Remov Str (Box Culvert) Lf 64.000 58 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 1.000 59 500 6001 Mobilization Ls 1.000 60 502 6001 Barricades, Signs and Traffic Handling Mo 9.000 61 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 219.000 62 506 6011 Rock Filter Dams (Remove) Lf 219.000 63 506 6020 Construction Exits (Install) (Ty 1) Sy 160.000 64 506 6024 Construction Exits (Remove) Sy 160.000 65 506 6038 Temp Sedmt Cont Fence (Install) Lf 8,028.000 66 506 6039 Temp Sedmt Cont Fence (Remove) Lf 8,028.000 67 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 96.000 68 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 96.000 69 508 6001 Constructing Detours Sy 52.000 70 530 6004 Driveways (Conc) Sy 761.000 71 530 6006 Driveways (Surf Treat) Sy 101.000 72 536 6002 Conc Median Sy 168.000 73 536 6004 Conc Directional Island Sy 190.000 74 540 6002 Mtl W-beam Gd Fen (Steel Post) Lf 1,050.000 75 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 4.000 76 540 6016 Downstream Anchor Terminal Section Ea 1.000 77 542 6001 Remove Metal Beam Guard Fence Lf 225.000 78 542 6002 Remove Terminal Anchor Section Ea 1.000 79 542 6003 Remove Downstream Anchor Terminal Ea 1.000 80 544 6001 Guardrail End Treatment (Install) Ea 7.000 81 550 6003 Chain Link Fence (Remove) Lf 221.000 82 552 6003 Wire Fence (Ty C) Lf 245.000 83 610 6214 in Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 28.000 84 618 6023 Condt (Pvc) (Sch 40) (2") Lf 5,822.000 85 618 6046 Condt (Pvc) (Sch 80) (2") Lf 90.000 86 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 135.000 87 618 6053 Condt (Pvc) (Sch 80) (3") Lf 425.000 88 618 6059 Condt (Pvc) (Sch 80) (4") (Bore) Lf 255.000 89 618 6070 Condt (Rm) (2") Lf 30.000 90 620 6004 Elec Condr (No.12) Insulated Lf 240.000 91 620 6007 Elec Condr (No.8) Bare Lf 5,927.000 92 620 6008 Elec Condr (No.8) Insulated Lf 12,474.000 93 620 6009 Elec Condr (No.6) Bare Lf 725.000 94 620 6010 Elec Condr (No.6) Insulated Lf 50.000 95 624 6010 Ground Box Ty D (162922)w/apron Ea 8.000 96 624 6028 Remove Ground Box Ea 6.000 97 624 6032 Instl Gnd Bx(W/secure Lids/dist Keying) Ea 4.000 98 628 6032 Elc Srv Ty a 240/480 060(Ns)al(E)ps(U) Ea 1.000 99 628 6144 Elc Srv Ty D 120/240 060(Ns)ss(E)ps(U) Ea 1.000 100 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 18.000 101 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 1.000 102 644 6068 Relocate Sm Rd Sn Sup&am Ty 10bwg Ea 6.000 103 644 6076 Remove Sm Rd Sn Sup&am Ea 21.000 104 647 6003 Remove Lrsa Ea 3.000 105 658 6014 Instl Del Assm (D-sw)sz (Brf)ctb (Bi) Ea 6.000 106 658 6016 Instl Del Assm (D-sw)sz (Brf)gf1 (Bi) Ea 15.000 107 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 6,100.000 108 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 270.000 109 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 9,906.000 110 666 6176 Refl Pav Mrk Ty Ii (W) 8" (Dot) Lf 282.000 111 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 849.000 112 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 72.000 113 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 10.000 114 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 4.000 115 666 6199 Refl Pav Mrk Ty Ii (W) 36" (Yld Tri) Ea 12.000 116 666 6205 Refl Pav Mrk Ty Ii (Y) 4" (Brk) Lf 660.000 117 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 8,733.000 118 672 6007 Refl Pav Mrkr Ty I-c Ea 81.000 119 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 200.000 120 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 1,300.000 121 678 6001 Pav Surf Prep for Mrk (4") Lf 18,269.000 122 678 6004 Pav Surf Prep for Mrk (8") Lf 1,131.000 123 678 6008 Pav Surf Prep for Mrk (24") Lf 72.000 124 678 6009 Pav Surf Prep for Mrk (Arrow) Ea 10.000 125 678 6016 Pav Surf Prep for Mrk (Word) Ea 4.000 126 678 6023 Pav Surf Prep for Mrk (36")(Yld Tri) Ea 12.000 127 680 6002 Install Hwy Trf Sig (Isolated) Ea 1.000 128 680 6004 Removing Traffic Signals Ea 1.000 129 682 6001 Veh Sig Sec (12")led(Grn) Ea 7.000 130 682 6002 Veh Sig Sec (12")led(Grn Arw) Ea 1.000 131 682 6003 Veh Sig Sec (12")led(Yel) Ea 7.000 132 682 6004 Veh Sig Sec (12")led(Yel Arw) Ea 1.000 133 682 6005 Veh Sig Sec (12")led(Red) Ea 7.000 134 682 6054 Backplate W/ref Brdr(3 Sec)(Vent)alum Ea 6.000 135 682 6056 Backplate W/ref Brdr(5 Sec)(Vent)alum Ea 1.000 136 684 6031 Trf Sig Cbl (Ty a)(14 Awg)(5 Condr) Lf 250.000 137 684 6033 Trf Sig Cbl (Ty a)(14 Awg)(7 Condr) Lf 70.000 138 684 6046 Trf Sig Cbl (Ty a)(14 Awg)(20 Condr) Lf 265.000 139 686 6027 Ins Trf Sig Pl Am(S)1 Arm(24')lum Ea 1.000 140 686 6039 Ins Trf Sig Pl Am(S)1 Arm(36')lum Ea 1.000 141 686 6055 Ins Trf Sig Pl Am(S)1 Arm(50')lum Ea 1.000 142 1004 6001 Tree Protection Ea 6.000 143 3076 6035 D-gr Hma Ty-d Pg64-22 Ton 3,065.000 144 6001 6002 Portable Changeable Message Sign Ea 4.000 145 6058 6001 Bbu System (External Batt Cabinet) Ea 1.000 146 6185 6002 Tma (Stationary) Day 43.000 147 6306 6001 Vivds Prosr Sys Ea 1.000 148 6306 6002 Vivds Cam Assy Fxd Lns Ea 5.000 149 6306 6005 Vivds Cntrl Software Ea 1.000 150 6306 6007 Vivds Cabling Lf 1,060.000 151

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.