FS 121 - Construct New Road

100 6002 Preparing Row Sta 236.300 1 104 6067 Removing Conc (Sawcut) Lf 17.000 2 110 6001 Excavation (Roadway) Cy 98,350.000 3 110 6003 Excavation (Special) Cy 445.000 4 132 6004 Embankment (Final)(Dens Cont)(Ty B) Cy 137,489.000 5 164 6009 Broadcast Seed (Temp) (Warm) Sy 112,624.000 6 164 6011 Broadcast Seed (Temp) (Cool) Sy 112,615.000 7 164 6015 Straw/hay Mlch Seed(Perm)(Rural)(Clay) Sy 225,239.000 8 168 6001 Vegetative Watering Mg 2,711.000 9 247 6238 Fl Bs (Cmp in Plc)(Ty a Gr 4)(12") Sy 136,217.000 10 275 6001 Cement Ton 1,202.000 11 275 6003 Cement Treat (New Base) (6") Sy 131,902.000 12 316 6029 Asph (Rc-250) Gal 35,691.000 13 316 6403 Aggr (Ty-b Gr-5 or Ty-l Gr-5) Cy 914.000 14 402 6001 Trench Excavation Protection Lf 80.000 15 423 6003 Retaining Wall (Temp Wall) Sf 347.000 16 432 6006 Riprap (Conc)(Cl B) Cy 84.000 17 432 6045 Riprap (Mow Strip)(4 in) Cy 107.000 18 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 1,277.000 19 462 6004 Conc Box Culv (4 Ft X 3 Ft) Lf 218.000 20 462 6005 Conc Box Culv (4 Ft X 4 Ft) Lf 256.000 21 462 6011 Conc Box Culv (6 Ft X 4 Ft) Lf 101.000 22 462 6015 Conc Box Culv (7 Ft X 4 Ft) Lf 624.000 23 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 235.000 24 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 97.000 25 466 6005 Headwall (Ch - Fw - 0) (Dia= 24 in) Ea 2.000 26 466 6018 Headwall (Ch - Fw - 15) (Dia= 18 in) Ea 2.000 27 467 6106 Set (Ty I)(S=3 Ft)(Hw=3ft)(4:1)(C) Ea 11.000 28 467 6109 Set (Ty I)(S=3 Ft)(Hw= 3 Ft)(6:1)(C) Ea 9.000 29 467 6144 Set (Ty I)(S= 4 Ft)(Hw= 4 Ft)(4:1) (C) Ea 1.000 30 467 6146 Set (Ty I)(S= 4 Ft)(Hw= 4 Ft)(6:1) (C) Ea 1.000 31 467 6150 Set (Ty I)(S= 4 Ft)(Hw= 5 Ft)(4:1) (C) Ea 2.000 32 467 6219 Set (Ty I)(S= 6 Ft)(Hw= 5 Ft)(4:1) (C) Ea 1.000 33 467 6220 Set (Ty I)(S= 6 Ft)(Hw= 5 Ft)(6:1) (C) Ea 1.000 34 467 6249 Set (Ty I)(S= 7 Ft)(Hw= 5 Ft)(4:1) (C) Ea 2.000 35 467 6346 Set (Ty Ii) (18 in) (Cmp) (4: 1) (P) Ea 2.000 36 467 6362 Set (Ty Ii) (18 in) (Rcp) (6: 1) (C) Ea 4.000 37 496 6001 Remov Str (Box Culvert) Ea 1.000 38 496 6005 Remov Str (Wingwall) Ea 2.000 39 496 6043 Remov Str (Small Fence) Lf 8,344.000 40 496 6050 Remov Str (Driveway Culvert) Ea 1.000 41 496 6051 Remov Str (Pipe Gate) Lf 54.000 42 500 6001 Mobilization Ls 1.000 43 502 6001 Barricades, Signs and Traffic Handling Mo 16.000 44 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 1,017.000 45 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 498.000 46 506 6011 Rock Filter Dams (Remove) Lf 1,515.000 47 506 6020 Construction Exits (Install) (Ty 1) Sy 390.000 48 506 6024 Construction Exits (Remove) Sy 390.000 49 506 6038 Temp Sedmt Cont Fence (Install) Lf 21,045.000 50 506 6039 Temp Sedmt Cont Fence (Remove) Lf 21,045.000 51 508 6001 Constructing Detours Sy 7,632.000 52 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 1,470.000 53 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 1,440.000 54 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 1,470.000 55 530 6004 Driveways (Conc) Sy 147.000 56 533 6003 Rumble Strips (Shoulder) Asphalt Lf 46,455.000 57 533 6004 Rumble Strips (Centerline) Asphalt Lf 23,480.000 58 540 6002 Mtl W-beam Gd Fen (Steel Post) Lf 1,337.500 59 540 6033 Mtl Bm Gd Fen (Long Span System) Ea 1.000 60 544 6001 Guardrail End Treatment (Install) Ea 8.000 61 545 6003 Crash Cush Atten (Move & Reset) Ea 4.000 62 545 6005 Crash Cush Atten (Remove) Ea 4.000 63 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 4.000 64 560 6007 Mailbox Install-s (Wc-post) Ty 3 Ea 2.000 65 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 31.000 66 644 6030 in Sm Rd Sn Sup&am Tys80(1)sa(T) Ea 2.000 67 658 6047 Instl Om Assm (Om-2y)(Wc)gnd Ea 72.000 68 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 20.000 69 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 3,277.000 70 662 6016 Wk Zn Pav Mrk Non-remov (W)24"(Sld) Lf 24.000 71 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 3,411.000 72 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 12,841.000 73 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 195.000 74 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 17,744.000 75 666 6030 Refl Pav Mrk Ty I (W)8"(Dot)(100mil) Lf 800.000 76 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 580.000 77 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 100.000 78 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 3.000 79 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 3.000 80 666 6141 Refl Pav Mrk Ty I (Y)12"(Sld)(100mil) Lf 400.000 81 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 50,730.000 82 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 52,375.000 83 672 6007 Refl Pav Mrkr Ty I-c Ea 30.000 84 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 817.000 85 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 3,418.000 86 678 6001 Pav Surf Prep for Mrk (4") Lf 37,273.000 87 3076 6016 D-gr Hma Ty-c Sac-a Pg64-22 Ton 20,682.000 88 5001 6002 Geogrid Base Reinforcement (Ty Ii) Sy 144,841.000 89 6185 6002 Tma (Stationary) Day 56.000 90 6185 6003 Tma (Mobile Operation) Hr 40.000 91

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.