Realign Intersection

100 6002 Preparing Row Sta 49.000 1 105 6026 Remove Stab Base & Asph Pav (13"-18") Sy 7,965.000 2 110 6001 Excavation (Roadway) Cy 4,618.000 3 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 4,554.000 4 164 6009 Broadcast Seed (Temp) (Warm) Sy 62,720.000 5 164 6011 Broadcast Seed (Temp) (Cool) Sy 62,720.000 6 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 125,442.000 7 168 6001 Vegetative Watering Mg 1,053.710 8 275 6001 Cement Ton 467.000 9 275 6010 Cement Treat (Subgrade) (8") Sy 42,250.000 10 310 6009 Prime Coat (Mc-30) Gal 10,568.000 11 351 6002 Flexible Pavement Structure Repair(6") Sy 834.000 12 400 6008 Cut & Restore Asph Paving Sy 135.000 13 402 6001 Trench Excavation Protection Lf 152.000 14 403 6001 Temporary Spl Shoring Sf 175.000 15 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 56.000 16 420 6071 Cl c Conc (Collar) Ea 8.000 17 432 6009 Riprap (Conc) (Cl b) (4") Cy 16.000 18 432 6045 Riprap (Mow Strip)(4 In) Cy 71.000 19 432 6063 Riprap (Stone Protection)(27 In) Cy 250.000 20 460 6002 Cmp (Gal Stl 18 In) Lf 637.000 21 462 6001 Conc Box Culv (3 Ft x 2 Ft) Lf 101.000 22 462 6006 Conc Box Culv (5 Ft x 2 Ft) Lf 94.000 23 462 6045 Conc Box Culv (3 Ft x 2 Ft)(Extend) Lf 15.000 24 462 6065 Conc Box Culv (8 Ft x 6 Ft)(Extend) Lf 81.000 25 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 683.000 26 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 521.000 27 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 310.000 28 465 6011 Jctbox(Compl)(Pjb)(6ftx6ft) Ea 1.000 29 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 2.000 30 466 6197 Wingwall (Pw - 2) (Hw=8 Ft) Ea 2.000 31 467 6165 Set (Ty i)(s= 5 Ft)(Hw= 2 Ft)(3:1) (p) Ea 2.000 32 467 6169 Set (Ty i)(s= 5 Ft)(Hw= 2 Ft)(3:1) (c) Ea 3.000 33 467 6348 Set (Ty Ii) (18 In) (Cmp) (6: 1) (p) Ea 42.000 34 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 42.000 35 467 6380 Set (Ty Ii) (24 In) (Cmp) (6: 1) (p) Ea 2.000 36 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 26.000 37 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 2.000 38 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 22.000 39 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (c) Ea 10.000 40 496 6004 Remov Str (Set) Ea 18.000 41 496 6005 Remov Str (Wingwall) Ea 6.000 42 496 6006 Remov Str (Headwall) Ea 4.000 43 496 6007 Remov Str (Pipe) Lf 1,676.000 44 496 6008 Remov Str (Box Culvert) Lf 17.000 45 500 6001 Mobilization Ls 1.000 46 502 6001 Barricades, Signs And Traffic Handling Mo 10.000 47 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 1,091.000 48 506 6011 Rock Filter Dams (Remove) Lf 1,091.000 49 506 6020 Construction Exits (Install) (Ty 1) Sy 224.000 50 506 6024 Construction Exits (Remove) Sy 224.000 51 506 6038 Temp Sedmt Cont Fence (Install) Lf 6,865.000 52 506 6039 Temp Sedmt Cont Fence (Remove) Lf 6,865.000 53 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 2,750.000 54 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 2,750.000 55 508 6001 Constructing Detours Sy 995.000 56 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 120.000 57 530 6005 Driveways (Acp) Sy 2,760.000 58 530 6008 Turnouts (Acp) Sy 316.000 59 530 6016 Driveways (Base) Sy 2,573.000 60 530 6017 Driveways (Conc) (Hes) Sy 234.000 61 533 6001 Rumble Strips (Shoulder) Lf 49,073.000 62 533 6002 Rumble Strips (Centerline) Lf 22,343.000 63 536 6004 Conc Directional Island Sy 167.000 64 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 800.000 65 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 1.000 66 540 6014 Short Radius Lf 188.000 67 540 6015 Driveway Terminal Anchor Section Ea 1.000 68 544 6001 Guardrail End Treatment (Install) Ea 7.000 69 560 6011 Mailbox Install-s (Tww-Post) Ty 4 Ea 23.000 70 560 6012 Mailbox Install-d (Tww-Post) Ty 4 Ea 2.000 71 560 6013 Mailbox Install-m (Tww-Post) Ty 4 Ea 2.000 72 610 6009 Remove Rd Il Asm (Trans-Base) Ea 1.000 73 618 6053 Condt (Pvc) (Sch 80) (3") Lf 87.000 74 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 505.000 75 620 6004 Elec Condr (No.12) Insulated Lf 1,918.000 76 620 6009 Elec Condr (No.6) Bare Lf 592.000 77 620 6010 Elec Condr (No.6) Insulated Lf 102.000 78 624 6008 Ground Box Ty c (162911)w/Apron Ea 4.000 79 628 6145 Elc Srv Ty d 120/240 060(Ns)Ss(e)Sp(o) 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 14.000 82 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 8.000 83 644 6031 In Sm Rd Sn Sup&Am Tys80(1)Sa(t-2ext) Ea 4.000 84 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 4.000 85 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-1ext) Ea 4.000 86 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(p) Ea 29.000 87 644 6076 Remove Sm Rd Sn Sup&Am Ea 58.000 88 658 6016 Instl Del Assm (d-Sw)Sz (Brf)Gf1 (Bi) Ea 9.000 89 658 6049 Instl Om Assm (Om-2z)(Flx)Gnd(Bi) Ea 33.000 90 662 6051 Wk Zn Pav Mrk Remov (Refl) Ty Ii-a-a Lf 15,697.000 91 662 6061 Wk Zn Pav Mrk Remov (w)4"(Dot) Lf 154.000 92 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 13,136.000 93 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 203.000 94 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 14,881.000 95 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 2,015.000 96 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 811.000 97 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 190.000 98 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 49,073.000 99 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 7,932.000 100 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 11,439.000 101 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 6.000 102 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 6.000 103 668 6092 Prefab Pav Mrk Ty c (w) (36")(Yld Tri) Ea 13.000 104 672 6007 Refl Pav Mrkr Ty i-c Ea 42.000 105 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 252.000 106 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 24,917.000 107 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 171.000 108 680 6001 Install Hwy Trf Sig (Flash Beacon) Ea 1.000 109 682 6003 Veh Sig Sec (12")Led(Yel) Ea 14.000 110 682 6005 Veh Sig Sec (12")Led(Red) Ea 10.000 111 682 6022 Back Plate (12")(2 Sec) Ea 12.000 112 684 6029 Trf Sig Cbl (Ty a)(14 Awg)(3 Condr) Lf 648.000 113 684 6036 Trf Sig Cbl (Ty a)(14 Awg)(10 Condr) Lf 913.000 114 686 6043 Ins Trf Sig Pl Am(s)1 Arm(40')Lum Ea 1.000 115 686 6047 Ins Trf Sig Pl Am(s)1 Arm(44')Lum Ea 1.000 116 686 6051 Ins Trf Sig Pl Am(s)1 Arm(48')Lum Ea 2.000 117 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 12,631.000 118 3076 6044 d-Gr Hma Ty-d Pg70-28 Ton 10,046.000 119 3076 6047 d-Gr Hma Ty-d Pg70-28 (Level-Up) Ton 1,266.000 120 3084 6001 Bonding Course Gal 10,189.000 121 6001 6002 Portable Changeable Message Sign Ea 5.000 122 6185 6002 Tma (Stationary) Day 209.000 123 6185 6005 Tma (Mobile Operation) Day 59.000 124

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.