Add 2 Lanes for 4-Lane Undivided

100 6002 Preparing Row Sta 542.000 1 104 6017 Removing Conc (Driveways) Sy 174.000 2 105 6041 Removing Stab Base And Asph Pav(8") Sy 2,961.000 3 105 6070 Removing Stab Base & Asph Pav (6" - 8") Sy 6,085.000 4 105 6095 Removing Stab Base & Asph Pav (12"-14") Sy 174,950.000 5 110 6001 Excavation (Roadway) Cy 320,678.000 6 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 176,015.000 7 150 6002 Blading Hr 273.000 8 160 6003 Furnishing And Placing Topsoil (4") Sy 21,305.000 9 162 6003 Straw Or Hay Mulch Sy 803,864.000 10 164 6001 Broadcast Seed (Perm) (Rural) (Sandy) Sy 14,089.000 11 164 6009 Broadcast Seed (Temp) (Warm) Sy 3,523.000 12 164 6011 Broadcast Seed (Temp) (Cool) Sy 3,523.000 13 164 6033 Drill Seeding (Perm) (Rural) (Sandy) Sy 521,817.000 14 164 6041 Drill Seeding (Temp) (Warm) Sy 130,456.000 15 164 6043 Drill Seeding (Temp) (Cool) Sy 130,456.000 16 168 6001 Vegetative Watering Mg 11,457.000 17 169 6002 Soil Retention Blankets (Cl 1) (Ty b) Sy 5,370.000 18 247 6057 Fl Bs (Cmp In Plc)(Tye Gr1-2)(Fnal Pos) Cy 133,172.000 19 260 6012 Lime(Hyd,Com Or Qk)(Slry)Or Qk(Dry) Ton 5,853.000 20 260 6073 Lime Trt (Subgrade)(8") Sy 367,557.000 21 275 6001 Cement Ton 1,241.000 22 275 6010 Cement Treat (Subgrade) (8") Sy 129,909.000 23 305 6018 Salv,Haul & Stkpl Rcl Aph Pv (2") Sy 199,571.000 24 310 6009 Prime Coat (Mc-30) Gal 92,308.000 25 316 6224 Aggr(Ty-Pb Gr-4 Sac-b) Cy 3,549.000 26 316 6400 Asph (Ac-15p Or Ac-10-2tr Or Crs-2p) Gal 156,922.000 27 340 6244 d-Gr Hma(Sq) Ty-c Pg64-22 (Level-Up) Ton 782.000 28 400 6005 Cem Stabil Bkfl Cy 2,742.000 29 400 6006 Cut & Restoring Pav Sy 995.000 30 402 6001 Trench Excavation Protection Lf 5,602.000 31 403 6001 Temporary Spl Shoring Sf 1,113.000 32 416 6004 Drill Shaft (36 In) Lf 2,414.000 33 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 52.000 34 420 6013 Cl c Conc (Abut) Cy 145.800 35 420 6029 Cl c Conc (Cap) Cy 170.800 36 420 6037 Cl c Conc (Column) Cy 81.600 37 422 6001 Reinf Conc Slab Sf 34,780.000 38 425 6035 Prestr Conc Girder (Tx28) Lf 4,198.500 39 432 6002 Riprap (Conc)(5 In) Cy 268.000 40 432 6026 Riprap (Stone Common)(Dry)(18 In) Cy 943.600 41 450 6006 Rail (Ty t223) Lf 1,004.000 42 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 372.000 43 462 6001 Conc Box Culv (3 Ft x 2 Ft) Lf 404.000 44 462 6003 Conc Box Culv (4 Ft x 2 Ft) Lf 104.000 45 462 6004 Conc Box Culv (4 Ft x 3 Ft) Lf 356.000 46 462 6005 Conc Box Culv (4 Ft x 4 Ft) Lf 94.000 47 462 6006 Conc Box Culv (5 Ft x 2 Ft) Lf 82.000 48 462 6009 Conc Box Culv (5 Ft x 5 Ft) Lf 87.000 49 462 6010 Conc Box Culv (6 Ft x 3 Ft) Lf 688.000 50 462 6011 Conc Box Culv (6 Ft x 4 Ft) Lf 312.000 51 462 6012 Conc Box Culv (6 Ft x 5 Ft) Lf 552.000 52 462 6013 Conc Box Culv (6 Ft x 6 Ft) Lf 624.000 53 462 6015 Conc Box Culv (7 Ft x 4 Ft) Lf 192.000 54 462 6019 Conc Box Culv (8 Ft x 4 Ft) Lf 92.000 55 462 6021 Conc Box Culv (8 Ft x 6 Ft) Lf 384.000 56 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 3,299.000 57 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 1.000 58 467 6105 Set (Ty i)(s=3 Ft)(Hw=3ft)(3:1)(c) Ea 1.000 59 467 6106 Set (Ty i)(s=3 Ft)(Hw=3ft)(4:1)(c) Ea 7.000 60 467 6139 Set (Ty i)(s= 4 Ft)(Hw= 3 Ft)(4:1) (c) Ea 2.000 61 467 6144 Set (Ty i)(s= 4 Ft)(Hw= 4 Ft)(4:1) (c) Ea 6.000 62 467 6150 Set (Ty i)(s= 4 Ft)(Hw= 5 Ft)(4:1) (c) Ea 2.000 63 467 6171 Set (Ty i)(s= 5 Ft)(Hw= 3 Ft)(3:1) (c) Ea 1.000 64 467 6172 Set (Ty i)(s= 5 Ft)(Hw= 3 Ft)(4:1) (c) Ea 1.000 65 467 6186 Set (Ty i)(s= 5 Ft)(Hw= 6 Ft)(4:1) (c) Ea 2.000 66 467 6212 Set (Ty i)(s= 6 Ft)(Hw= 4 Ft)(4:1) (c) Ea 14.000 67 467 6219 Set (Ty i)(s= 6 Ft)(Hw= 5 Ft)(4:1) (c) Ea 6.000 68 467 6224 Set (Ty i)(s= 6 Ft)(Hw= 6 Ft)(4:1) (c) Ea 12.000 69 467 6228 Set (Ty i)(s= 6 Ft)(Hw= 7 Ft)(4:1) (c) Ea 12.000 70 467 6249 Set (Ty i)(s= 7 Ft)(Hw= 5 Ft)(4:1) (c) Ea 4.000 71 467 6276 Set (Ty i)(s= 8 Ft)(Hw= 5 Ft)(4:1) (c) Ea 2.000 72 467 6284 Set (Ty i)(s= 8 Ft)(Hw= 7 Ft)(4:1) (c) Ea 8.000 73 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 127.000 74 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 1.000 75 496 6041 Remov Str (Large) Ea 3.000 76 496 6042 Remov Str (Small) Ea 59.000 77 500 6001 Mobilization Ls 1.000 78 502 6001 Barricades, Signs And Traffic Handling Mo 26.000 79 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 1,174.000 80 506 6011 Rock Filter Dams (Remove) Lf 1,174.000 81 506 6020 Construction Exits (Install) (Ty 1) Sy 1,333.000 82 506 6024 Construction Exits (Remove) Sy 1,333.000 83 506 6038 Temp Sedmt Cont Fence (Install) Lf 7,125.000 84 506 6039 Temp Sedmt Cont Fence (Remove) Lf 7,125.000 85 508 6001 Constructing Detours Sy 12,521.000 86 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 4,270.000 87 512 6013 Port Ctb (Des Source)(Sgl Slp)(Ty 1) Lf 2,100.000 88 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 15,680.000 89 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 6,370.000 90 530 6002 Intersections (Acp) Sy 5,708.000 91 530 6004 Driveways (Conc) Sy 294.000 92 530 6005 Driveways (Acp) Sy 4,224.000 93 530 6006 Driveways (Surf Treat) Sy 2,386.000 94 533 6001 Rumble Strips (Shoulder) Lf 106,140.000 95 533 6002 Rumble Strips (Centerline) Lf 53,070.000 96 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 600.000 97 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 8.000 98 542 6001 Remove Metal Beam Guard Fence Lf 500.000 99 542 6005 Rm Mtl Bm Gd Fen Trans (t101) Ea 4.000 100 544 6001 Guardrail End Treatment (Install) Ea 8.000 101 544 6003 Guardrail End Treatment (Remove) Ea 4.000 102 545 6003 Crash Cush Atten (Move & Reset) Ea 36.000 103 545 6005 Crash Cush Atten (Remove) Ea 20.000 104 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 20.000 105 560 6007 Mailbox Install-s (Wc-Post) Ty 3 Ea 13.000 106 618 6046 Condt (Pvc) (Sch 80) (2") Lf 50.000 107 620 6011 Elec Condr (No.4) Bare Lf 50.000 108 620 6012 Elec Condr (No.4) Insulated Lf 100.000 109 621 6005 Tray Cable (4 Condr) (12 Awg) Lf 410.000 110 624 6010 Ground Box Ty d (162922)w/Apron Ea 1.000 111 625 6002 Zinc-Coat Stl Wire Strand (3/16") Lf 610.000 112 625 6004 Zinc-Coat Stl Wire Strand (5/16") Lf 610.000 113 628 6145 Elc Srv Ty d 120/240 060(Ns)Ss(e)Sp(o) Ea 1.000 114 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p-Bm) Ea 12.000 115 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 19.000 116 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 2.000 117 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 7.000 118 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(p) Ea 44.000 119 644 6061 In Sm Rd Sn Sup&Am Tytwt(1)Ws(t) Ea 26.000 120 644 6076 Remove Sm Rd Sn Sup&Am Ea 110.000 121 658 6014 Instl Del Assm (d-Sw)Sz (Brf)Ctb (Bi) Ea 32.000 122 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 36.000 123 658 6073 Instl Om Assm (Om-2y)(Wc)Gnd(Bi) Ea 48.000 124 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 59,000.000 125 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 361,200.000 126 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 477,200.000 127 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 10,000.000 128 662 6072 Wk Zn Pav Mrk Remov (w)12"(Lndp) Lf 4.000 129 662 6080 Wk Zn Pav Mrk Remov (w)(Arrow) Ea 12.000 130 662 6090 Wk Zn Pav Mrk Remov (w)(Word) Ea 12.000 131 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 10,000.000 132 662 6108 Wk Zn Pav Mrk Remov (y)(Med Nose) Ea 2.000 133 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 11,700.000 134 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 23,300.000 135 666 6009 Refl Pav Mrk Ty i (w)4"(Lndp)(100mil) Lf 411.000 136 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 2,732.000 137 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 149.000 138 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 12.000 139 668 6083 Prefab Pav Mrk Ty c (w) (Lndp Arrow) Ea 4.000 140 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 12.000 141 668 6110 Prefab Pav Mrk Ty c (y) (Med Nose) Ea 2.000 142 672 6007 Refl Pav Mrkr Ty i-c Ea 1,345.000 143 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 4,005.000 144 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 164,000.000 145 677 6028 Elim Ext Pv Mrk & Mrks (Rumble Strip) Lf 160,000.000 146 680 6001 Install Hwy Trf Sig (Flash Beacon) Ea 1.000 147 682 6003 Veh Sig Sec (12")Led(Yel) Ea 4.000 148 682 6005 Veh Sig Sec (12")Led(Red) Ea 4.000 149 682 6054 Backplate w/Ref Brdr(3 Sec)(Vent)Alum Ea 8.000 150 684 6009 Trf Sig Cbl (Ty a)(12 Awg)(4 Condr) Lf 712.000 151 685 6001 Install Rdsd Flash Beacon Assembly Ea 3.000 152 685 6003 Remove Rdsd Flash Beacon Assembly Ea 3.000 153 686 6007 Ins Trf Sig Pl Am (s)Str(Ty b) Ea 2.000 154 686 6008 Ins Trf Sig Pl Am (s)Str(Ty b)Lum Ea 2.000 155 690 6063 Removal Of Concrete Foundations Ea 12.000 156 730 6107 Full - Width Mowing Cyc 6.000 157 3076 6006 d-Gr Hma Ty-b Pg70-22 Ton 75,134.000 158 3076 6042 d-Gr Hma Ty-d Sac-b Pg70-22 Ton 73,148.000 159 3076 6066 Tack Coat Gal 89,187.000 160 6001 6002 Portable Changeable Message Sign Ea 4.000 161 6024 6003 Hppm w/Ret Req Ty i(w)4"(Brk)(100mil) Lf 24,140.000 162 6024 6006 Hppm w/Ret Req Ty i(w)4"(Sld)(100mil) Lf 106,140.000 163 6024 6018 Hppm w/Ret Req Ty i(y)4"(Sld)(100mil) Lf 208,818.000 164 6185 6002 Tma (Stationary) Day 50.000 165 6185 6005 Tma (Mobile Operation) Day 50.000 166 7017 6015 Sanitary Sewer (4 In) (Pvc) (Sdr 26) Lf 92.000 167 7017 6016 Sanitary Sewer (6 In) (Pvc) (Sdr 26) Lf 54.000 168 7017 6017 Sanitary Sewer (8 In) (Pvc) (Sdr 26) Lf 4,805.000 169 7017 6042 Casing (Steel) (Sanitary Sewer) (16 In) Lf 127.000 170 7017 6051 Manhole (San Sewer) ( 4' Dia) Ea 12.000 171 7017 6063 Jck Bor Or Tun San Swr(Pvc)(8in)(Sdr26) Lf 590.000 172 7017 6073 Service Connection (Sanitary Sewer) Ea 7.000 173 7017 6094 Remove Existing Manhole(Sanitary Sewer) Ea 17.000 174 7017 6101 Tie Exist Sanitary Sewer To Prop Mh Ea 13.000 175 7017 6124 Manhole Drop (San Swr)(6in) Ea 2.000 176 7017 6125 Manhole Drop (San Swr)(8in) Ea 4.000 177 7017 6128 Remove Exist San Swr Pipe (6in) Lf 76.000 178 7017 6129 Remove Exist San Swr Pipe (8in) Lf 170.000 179 7017 6133 Aband/Fill Exist San Swr Pipe (8in) Lf 5,204.000 180 7017 6140 Pre-Construction Television Inspection Lf 5,106.000 181 7017 6158 Sanitary Sewer Cleanout Ea 1.000 182 7017 6170 Remove Exist San Swr Pipe (4 In) Lf 24.000 183 7017 6171 Bypass Pumping Ls 1.000 184 7017 6189 Manhole(San Swr)(4' Dia)(Sealed w/Vent) Ea 13.000 185 7049 6066 Jck Tun Bor Or Aug Csg (Stl) (12in) Lf 211.000 186 7049 6126 Cut And Plug Water Main (6in) Ea 6.000 187 7049 6139 Wet Connection (6in) Ea 2.000 188 7049 6158 Wtr Main Pipe (Pvc) (Restrained Jt) 6in Lf 266.000 189

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.