Add Shoulders

100 6002 Preparing Row Sta 86.000 1 104 6017 Removing Conc (Driveways) Sy 146.000 2 110 6001 Excavation (Roadway) Cy 9,402.000 3 132 6005 Embankment (Final)(Ord Comp)(Ty c) Cy 24,627.000 4 150 6002 Blading Hr 399.000 5 164 6021 Cell Fbr Mlch Seed(Perm)(Rural)(Sandy) Sy 266,618.000 6 164 6029 Cell Fbr Mlch Seed(Temp)(Warm) Sy 66,668.000 7 164 6031 Cell Fbr Mlch Seed(Temp)(Cool) Sy 66,668.000 8 168 6001 Vegetative Watering Mg 2,247.000 9 247 6057 Fl Bs (Cmp In Plc)(Tye Gr1-2)(Fnal Pos) Cy 58,597.000 10 247 6137 Fl Bs (Rdwy Del) (Ty e Gr 1-2) Ton 1,634.000 11 275 6001 Cement Ton 2,561.000 12 275 6002 Cement Treat (Exist Matl) (6") Sy 281,285.000 13 316 6029 Asph (Rc-250) Gal 49,195.000 14 316 6202 Aggr(Ty-e Gr-5 Sac-b) Cy 1,754.000 15 316 6246 Aggr(Ty-Pe Gr-3 Sac-b) Cy 2,897.000 16 316 6249 Aggr(Ty-Pe Gr-4 Sac-b) Cy 1,895.000 17 316 6400 Asph (Ac-15p Or Ac-10-2tr Or Crs-2p) Gal 182,190.000 18 400 6005 Cem Stabil Bkfl Cy 302.000 19 432 6001 Riprap (Conc)(4 In) Cy 13.000 20 432 6031 Riprap (Stone Protection)(12 In) Cy 48.000 21 432 6045 Riprap (Mow Strip)(4 In) Cy 52.000 22 460 6002 Cmp (Gal Stl 18 In) Lf 100.000 23 460 6003 Cmp (Gal Stl 24 In) Lf 28.000 24 462 6007 Conc Box Culv (5 Ft x 3 Ft) Lf 3.000 25 462 6010 Conc Box Culv (6 Ft x 3 Ft) Lf 7.000 26 462 6012 Conc Box Culv (6 Ft x 5 Ft) Lf 40.000 27 464 6002 Rc Pipe (Cl Iii)(15 In) Lf 8.000 28 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,324.000 29 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 138.000 30 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 21.000 31 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 32.000 32 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 50.000 33 466 6095 Headwall (Ch - Pw - 0) (Dia= 18 In) Ea 1.000 34 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 3.000 35 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 2.000 36 466 6134 Headwall (Ch - Pw - s) (Dia= 36 In) Ea 2.000 37 466 6136 Headwall (Ch - Pw - s) (Dia= 48 In) Ea 2.000 38 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 2.000 39 466 6214 Headwall (Ch - Pw - 0)(Dia= 24 In)(Mod) Ea 1.000 40 466 6217 Headwall (Ch - Pw - s)(Dia= 30 In)(Mod) Ea 1.000 41 466 6235 Headwall (Ch-Pw-s)(Dia = 24 In)(Mod) Ea 1.000 42 467 6177 Set (Ty i)(s= 5 Ft)(Hw= 4 Ft)(4:1) (c) Ea 6.000 43 467 6212 Set (Ty i)(s= 6 Ft)(Hw= 4 Ft)(4:1) (c) Ea 2.000 44 467 6341 Set (Ty Ii) (15 In) (Rcp) (6: 1) (p) Ea 2.000 45 467 6348 Set (Ty Ii) (18 In) (Cmp) (6: 1) (p) Ea 62.000 46 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (c) Ea 35.000 47 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 191.000 48 467 6380 Set (Ty Ii) (24 In) (Cmp) (6: 1) (p) Ea 14.000 49 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 30.000 50 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 22.000 51 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 3.000 52 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (c) Ea 2.000 53 467 6477 Set (Ty Ii) (48 In) (Rcp) (4: 1) (c) Ea 14.000 54 480 6001 Clean Exist Culverts Ea 20.000 55 496 6042 Remov Str (Small) Ea 27.000 56 500 6001 Mobilization Ls 1.000 57 502 6001 Barricades, Signs And Traffic Handling Mo 20.000 58 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 260.000 59 506 6011 Rock Filter Dams (Remove) Lf 260.000 60 506 6038 Temp Sedmt Cont Fence (Install) Lf 58,849.000 61 506 6039 Temp Sedmt Cont Fence (Remove) Lf 58,849.000 62 530 6003 Intersections (Surf Treat) Sy 5,602.000 63 530 6004 Driveways (Conc) Sy 123.000 64 530 6005 Driveways (Acp) Sy 317.000 65 530 6006 Driveways (Surf Treat) Sy 5,336.000 66 530 6009 Turnouts (Surf Treat) Sy 1,810.000 67 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 700.000 68 544 6001 Guardrail End Treatment (Install) Ea 4.000 69 560 6003 Mailbox Install-m (Twg-Post) Ty 1 Ea 2.000 70 560 6007 Mailbox Install-s (Wc-Post) Ty 3 Ea 61.000 71 560 6008 Mailbox Install-d (Wc-Post) Ty 3 Ea 11.000 72 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 3.000 73 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 9.000 74 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 2.000 75 644 6037 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Wc) Ea 4.000 76 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(p) Ea 33.000 77 644 6061 In Sm Rd Sn Sup&Am Tytwt(1)Ws(t) Ea 23.000 78 644 6076 Remove Sm Rd Sn Sup&Am Ea 74.000 79 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 92.000 80 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 16.000 81 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 156,378.000 82 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 12,660.000 83 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 98,422.000 84 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty y Ea 17,886.000 85 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 4,380.000 86 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 4,216.000 87 666 6342 Ref Prof Pav Mrk Ty i(w)4"(Sld)(100mil) Lf 151,563.000 88 666 6344 Ref Prof Pav Mrk Ty i(y)4"(Brk)(100mil) Lf 12,586.000 89 666 6345 Ref Prof Pav Mrk Ty i(y)4"(Sld)(100mil) Lf 92,657.000 90 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 72.000 91 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,843.000 92 6001 6002 Portable Changeable Message Sign Ea 2.000 93 6185 6002 Tma (Stationary) Day 15.000 94 6185 6005 Tma (Mobile Operation) Day 30.000 95

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.