SL 1 - Highway Improvement

100 6002 Preparing Row Sta 30.000 1 104 6011 Removing Conc (Medians) Sy 218.000 2 104 6022 Removing Conc (Curb And Gutter) Lf 2,312.000 3 104 6036 Removing Conc (Sidewalk Or Ramp) Sy 54.000 4 105 6016 Removing Stab Base & Asph Pav(16") Sy 1,608.000 5 105 6030 Removing Stab Base & Asph Pav (8"-14") Sy 146.000 6 106 6002 Obliterating Abandoned Road Sy 2,329.000 7 110 6001 Excavation (Roadway) Cy 1,300.000 8 110 6004 Excavation (Roadway And Channel) Cy 1,051.000 9 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 4,129.000 10 160 6003 Furnishing And Placing Topsoil (4") Sy 9,513.000 11 164 6039 Drill Seeding (Perm) (Urban) (Clay) Sy 7,438.000 12 164 6041 Drill Seeding (Temp) (Warm) Sy 2,075.000 13 168 6001 Vegetative Watering Mg 191.000 14 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 9,513.000 15 247 6366 Fl Bs (Cmp In Plc)(Ty a Gr 5)(Fnal Pos) Cy 1,874.000 16 310 6001 Prime Coat (Multi Option) Gal 789.000 17 347 6001 Tom (Asphalt) Pg 76-22 Ton 66.000 18 347 6002 Tom-c (Aggregate) Sac-a Ton 103.000 19 347 6006 Tom - c (Aggregate) Sac - b Ton 891.000 20 347 6008 Tack Coat Gal 1,330.000 21 351 6012 Flexible Pavement Structure Repair(2") Sy 1,489.000 22 354 6001 Plan & Text Asph Conc Pav(0" To 1") Sy 14,886.000 23 354 6002 Plan & Text Asph Conc Pav(0" To 2") Sy 2,180.000 24 400 6007 Cut & Restore Conc Paving Sy 53.000 25 402 6001 Trench Excavation Protection Lf 457.000 26 403 6001 Temporary Spl Shoring Sf 825.000 27 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 136.000 28 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 14.000 29 420 6012 Cl b Conc (Misc) Cy 21.000 30 432 6001 Riprap (Conc)(4 In) Cy 5.950 31 432 6002 Riprap (Conc)(5 In) Cy 9.440 32 432 6045 Riprap (Mow Strip)(4 In) Cy 32.000 33 450 6052 Rail (Handrail)(Ty f) Lf 53.000 34 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 857.000 35 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 30.000 36 465 6002 Manh (Compl)(Prm)(48in) Ea 1.000 37 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 5.000 38 465 6025 Inlet (Compl)(Pco)(6ft)(None) Ea 2.000 39 466 6102 Headwall (Ch - Pw - 0) (Dia= 42 In) Ea 1.000 40 479 6006 Adjusting Inlet (Cap) Ea 1.000 41 496 6002 Remov Str (Inlet) Ea 2.000 42 496 6005 Remov Str (Wingwall) Ea 1.000 43 496 6006 Remov Str (Headwall) Ea 1.000 44 496 6007 Remov Str (Pipe) Lf 90.000 45 496 6016 Remov Str (Pipe) Ea 1.000 46 496 6069 Remov Str (Slotted Drain Inlet) Lf 60.000 47 500 6001 Mobilization Ls 1.000 48 502 6001 Barricades, Signs And Traffic Handling Mo 8.000 49 506 6036 Sandbags For Erosion Control (6") Lf 325.000 50 506 6038 Temp Sedmt Cont Fence (Install) Lf 2,953.000 51 506 6039 Temp Sedmt Cont Fence (Remove) Lf 2,953.000 52 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 720.000 53 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 720.000 54 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 720.000 55 529 6008 Conc Curb & Gutter (Ty Ii) Lf 3,603.000 56 531 6002 Conc Sidewalks (5") Sy 252.000 57 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 845.000 58 540 6016 Downstream Anchor Terminal Section Ea 2.000 59 540 6035 Mtl Bm Gd Fen Trans (31"-28") Ea 1.000 60 542 6001 Remove Metal Beam Guard Fence Lf 817.000 61 544 6001 Guardrail End Treatment (Install) Ea 1.000 62 544 6003 Guardrail End Treatment (Remove) Ea 1.000 63 545 6003 Crash Cush Atten (Move & Reset) Ea 1.000 64 545 6005 Crash Cush Atten (Remove) Ea 1.000 65 545 6022 Crash Cush Atten (Instl)(s)(w)(Tl3) Ea 1.000 66 610 6007 Remove Rd Il Asm (Shoe-Base) Ea 1.000 67 610 6102 Replace Luminaire w/Led (250w Eq) Ea 4.000 68 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 17.000 69 618 6023 Condt (Pvc) (Sch 40) (2") Lf 3,650.000 70 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 360.000 71 618 6030 Condt (Pvc) (Sch 40) (3") (Bore) Lf 855.000 72 618 6033 Condt (Pvc) (Sch 40) (4") Lf 15.000 73 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 180.000 74 620 6007 Elec Condr (No.8) Bare Lf 4,600.000 75 620 6008 Elec Condr (No.8) Insulated Lf 7,480.000 76 620 6010 Elec Condr (No.6) Insulated Lf 5.000 77 624 6002 Ground Box Ty a (122311)w/Apron Ea 6.000 78 624 6028 Remove Ground Box Ea 2.000 79 628 6018 Elc Srv Ty a 120/240 100(Ns)Al(e)Ps(u) Ea 1.000 80 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 3.000 81 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 8.000 82 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 1.000 83 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 1.000 84 644 6070 Relocate Sm Rd Sn Sup&Am Ty s80 Ea 2.000 85 644 6076 Remove Sm Rd Sn Sup&Am Ea 1.000 86 658 6010 Instl Del Assm (d-Sw)Sz 2(Wc)Gnd Ea 9.000 87 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 400.000 88 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty y Ea 55.000 89 666 6029 Refl Pav Mrk Ty i (w)8"(Dot)(090mil) Lf 100.000 90 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 1,620.000 91 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 1,011.000 92 666 6041 Refl Pav Mrk Ty i (w)12"(Sld)(090mil) Lf 704.000 93 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 24.000 94 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 24.000 95 666 6053 Refl Pav Mrk Ty i (w)(Arrow)(090mil) Ea 2.000 96 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 4.000 97 666 6077 Refl Pav Mrk Ty i (w)(Word)(090mil) Ea 2.000 98 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 4.000 99 666 6167 Refl Pav Mrk Ty Ii (w) 4" (Brk) Lf 1,130.000 100 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 1,185.000 101 666 6176 Refl Pav Mrk Ty Ii (w) 8" (Dot) Lf 100.000 102 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 2,631.000 103 666 6180 Refl Pav Mrk Ty Ii (w) 12" (Sld) Lf 728.000 104 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 24.000 105 666 6184 Refl Pav Mrk Ty Ii (w) (Arrow) Ea 6.000 106 666 6192 Refl Pav Mrk Ty Ii (w) (Word) Ea 6.000 107 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 1,030.000 108 666 6299 Re Pm w/Ret Req Ty i (w)4"(Brk)(090mil) Lf 1,130.000 109 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 1,820.000 110 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 1,030.000 111 672 6007 Refl Pav Mrkr Ty i-c Ea 170.000 112 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 23.000 113 682 6001 Veh Sig Sec (12")Led(Grn) Ea 1.000 114 682 6003 Veh Sig Sec (12")Led(Yel) Ea 1.000 115 682 6005 Veh Sig Sec (12")Led(Red) Ea 1.000 116 684 6031 Trf Sig Cbl (Ty a)(14 Awg)(5 Condr) Lf 165.000 117 684 6033 Trf Sig Cbl (Ty a)(14 Awg)(7 Condr) Lf 80.000 118 684 6046 Trf Sig Cbl (Ty a)(14 Awg)(20 Condr) Lf 200.000 119 684 6079 Trf Sig Cbl (Ty c)(12 Awg)(2 Condr) Lf 405.000 120 686 6282 Reloc Trf Sg Pl Am(s)Sngl Mst Arm Pole Ea 1.000 121 687 6002 Pedestrian Push Button Pole Ea 1.000 122 690 6032 Install Of Pedestrian Push Buttons Ea 1.000 123 690 6033 Removal Of Traffic Signal Pole Fnd Lf 14.000 124 690 6105 Reroute Cables Lf 560.000 125 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 797.000 126 3076 6040 d-Gr Hma Ty-d Pg70-22 Ton 218.000 127 3076 6048 d-Gr Hma Ty-d Pg76-22 Ton 182.000 128 3076 6066 Tack Coat Gal 572.000 129 3085 6001 Underseal Course Gal 76.000 130 6000 6005 Remove Underground Conduit Lf 350.000 131 6000 6058 Remove Ground Box Ea 3.000 132 6001 6001 Portable Changeable Message Sign Day 128.000 133 6027 6003 Conduit (Prepare) Lf 780.000 134 6185 6002 Tma (Stationary) Day 128.000 135 6185 6003 Tma (Mobile Operation) Hr 40.000 136

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.