Construct New 2-Lane NB Frontage Road

100 6002 Preparing Row Sta 4.400 1 104 6001 Removing Conc (Pav) Sy 11,425.000 2 104 6009 Removing Conc (Riprap) Sy 557.000 3 104 6021 Removing Conc (Curb) Lf 250.000 4 104 6037 Remove Conc (Rail) Lf 3,559.000 5 110 6001 Excavation (Roadway) Cy 11,074.000 6 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 14,476.700 7 162 6002 Block Sodding Sy 2,441.000 8 164 6037 Drill Seeding (Perm) (Urban) (Sandy) Sy 32,941.000 9 164 6053 Drill Seeding (Temp)(Warm Or Cool) Ac 6.800 10 166 6001 Fertilizer Ac 7.340 11 168 6001 Vegetative Watering Mg 880.800 12 260 6006 Lime Trt (Exst Matl) (6") Sy 28,285.000 13 260 6012 Lime(Hyd,Com Or Qk)(Slry)Or Qk(Dry) Ton 382.300 14 276 6224 Cem Trt(Plnt Mx) (Cl n)(Ty e)(Gr 4)(6") Sy 28,285.000 15 292 6017 Asphalt Stab Base (Gr 4)(Pg 64) Ton 1,556.200 16 360 6004 Conc Pvmt (Cont Reinf - Crcp) (10") Sy 22,077.000 17 360 6006 Conc Pvmt (Cont Reinf - Crcp) (12") Sy 3,621.000 18 400 6005 Cem Stabil Bkfl Cy 3,446.900 19 400 6009 Cement Stab Backfill (Inlet Or Mh) Cy 172.750 20 402 6001 Trench Excavation Protection Lf 4,875.000 21 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 32.000 22 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 90.000 23 420 6037 Cl c Conc (Column) Cy 5.000 24 432 6010 Riprap (Conc)(Cl b)(5 In) Cy 350.000 25 432 6011 Riprap (Conc) (Cl b) (6") Cy 50.000 26 450 6054 Rail (Ty Sstr) (w/Drain Slots) Lf 3,066.000 27 462 6047 Conc Box Culv (4 Ft x 2 Ft)(Extend) Lf 39.000 28 462 6060 Conc Box Culv (7 Ft x 5 Ft)(Extend) Lf 118.000 29 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 1,254.000 30 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 1,349.000 31 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 1,013.000 32 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 608.000 33 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 612.000 34 465 6166 Inlet (Compl)(Ty Aad) Ea 1.000 35 465 6167 Inlet (Compl)(Ty Ad) Ea 3.000 36 465 6173 Manh (Compl)(Ty a) Ea 7.000 37 465 6259 Inlet (Compl)(Ext Ty c) Ea 15.000 38 465 6269 Inlet (Compl)(Ty c) Ea 16.000 39 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 1.000 40 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (c) Ea 1.000 41 467 6391 Set (Ty Ii) (24 In) (Rcp) (4: 1) (p) Ea 4.000 42 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 5.000 43 496 6002 Remov Str (Inlet) Ea 1.000 44 496 6004 Remov Str (Set) Ea 6.000 45 496 6006 Remov Str (Headwall) Ea 1.000 46 496 6007 Remov Str (Pipe) Lf 100.000 47 500 6001 Mobilization Ls 1.000 48 502 6001 Barricades, Signs And Traffic Handling Mo 12.000 49 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 100.000 50 506 6011 Rock Filter Dams (Remove) Lf 100.000 51 506 6020 Construction Exits (Install) (Ty 1) Sy 110.000 52 506 6024 Construction Exits (Remove) Sy 110.000 53 506 6038 Temp Sedmt Cont Fence (Install) Lf 195.000 54 506 6039 Temp Sedmt Cont Fence (Remove) Lf 195.000 55 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 200.000 56 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 200.000 57 512 6013 Port Ctb (Des Source)(Sgl Slp)(Ty 1) Lf 2,424.000 58 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 2,185.000 59 512 6037 Port Ctb (Stkpl)(Sgl Slp)(Ty 1) Lf 2,424.000 60 512 6080 Port Ctb Connect Hardware Ea 122.000 61 529 6005 Conc Curb (Mono) (Ty Ii) Lf 9,488.000 62 529 6010 Conc Curb (u-Turn) Lf 423.000 63 530 6004 Driveways (Conc) Sy 142.000 64 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 65 545 6005 Crash Cush Atten (Remove) Ea 3.000 66 545 6008 Crash Cush Atten (Instl)(l)(n)(70) Ea 2.000 67 545 6020 Crash Cush Atten (Instl)(s)(n)(70) Ea 1.000 68 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 2.000 69 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 8.000 70 618 6046 Condt (Pvc) (Sch 80) (2") Lf 1,790.000 71 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 430.000 72 618 6070 Condt (Rm) (2") Lf 115.000 73 620 6005 Elec Condr (No.10) Bare Lf 700.000 74 620 6006 Elec Condr (No.10) Insulated Lf 1,400.000 75 620 6007 Elec Condr (No.8) Bare Lf 2,205.000 76 620 6008 Elec Condr (No.8) Insulated Lf 4,720.000 77 624 6010 Ground Box Ty d (162922)w/Apron Ea 4.000 78 628 6051 Elc Srv Ty a 240/480 060(Ss)Ss(e)Gc(o) Ea 1.000 79 636 6003 Aluminum Signs (Ty o) Sf 252.000 80 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 19.000 81 644 6022 In Sm Rd Sn Sup&Am Ty10bwg(2)Sb(t-2ext) Ea 3.000 82 644 6050 In Sm Rd Sn Sup&Am Tys80(2)Sa(p) Ea 3.000 83 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 1.000 84 644 6076 Remove Sm Rd Sn Sup&Am Ea 7.000 85 647 6001 Install Lrss (Struct Steel) Lb 1,900.800 86 647 6002 Relocate Lrsa Ea 2.000 87 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 4,086.000 88 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 3,931.000 89 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 665.000 90 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 10.000 91 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 10.000 92 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 204.000 93 678 6002 Pav Surf Prep For Mrk (6") Lf 7,857.000 94 678 6004 Pav Surf Prep For Mrk (8") Lf 5,209.000 95 678 6006 Pav Surf Prep For Mrk (12") Lf 639.000 96 6027 6003 Conduit (Prepare) Lf 480.000 97 6027 6004 Junction Box (Install) Ea 2.000 98 6038 6004 Multipolymer Pav Mrk (w)(6")(Sld) Lf 4,101.000 99 6038 6005 Multipolymer Pav Mrk (w)(6")(Brk) Lf 1,084.000 100 6038 6006 Multipolymer Pav Mrk (w)(6")(Dot) Lf 60.000 101 6038 6007 Multipolymer Pav Mrk (w)(8")(Sld) Lf 5,209.000 102 6038 6011 Multipolymer Pav Mrk (w)(12")(Sld) Lf 275.000 103 6038 6012 Multipolymer Pav Mrk (w)(12")(Lndp) Lf 364.000 104 6038 6017 Multipolymer Pav Mrk (y)(6")(Sld) Lf 1,588.000 105 6038 6024 Multipolymer Pav Mrk (Blk)(6")(Brk) Lf 1,084.000 106 6185 6002 Tma (Stationary) Day 30.000 107 6185 6005 Tma (Mobile Operation) Day 20.000 108

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.