Restore Exsisting Pavem't add Shoulders

100 6002 Preparing Row Sta 255.610 1 104 6017 Removing Conc (Driveways) Sy 2,059.000 2 105 6096 Remov Stab Base And Asph Pav (0"-12") Sy 4,573.000 3 110 6001 Excavation (Roadway) Cy 233.000 4 112 6001 Subgrade Widening (Ord Comp) Sta 389.660 5 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 13,499.000 6 134 6004 Backfill (Ty a Or b) Sta 255.610 7 150 6001 Blading Sta 255.610 8 161 6017 Compost Manuf Topsoil (4") Sy 183,915.000 9 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 183,915.000 10 164 6066 Drill Seeding (Perm)(Warm Or Cool) Sy 183,915.000 11 168 6001 Vegetative Watering Mg 54,922.000 12 247 6292 Fl Bs (Cmp In Place)(Ty d Gr 1-2)(11") Sy 83,693.000 13 247 6483 Fl Bs(Rdwy Del)(Ty d Gr 1-2)(Fnal Pos) Cy 5,197.000 14 251 6161 Rework Bs Mtl (Ty c)(13"-15.5")(Oc) Sy 56,692.000 15 275 6001 Cement Ton 440.000 16 275 6004 Cement Treat (Mx Exst Mtl & Nw Bs) (6") Sy 85,038.000 17 310 6009 Prime Coat (Mc-30) Gal 16,441.000 18 316 6017 Asph (Ac-20-5tr) Gal 11,511.000 19 316 6024 Asph (Crs-2p) Gal 13,702.000 20 316 6029 Asph (Rc-250) Gal 11,508.000 21 316 6226 Aggr(Ty-Pb Gr-5 Sac-b) Cy 262.000 22 316 6440 Aggr (Ty-b Gr-3 Or Ty-l Gr-3)(Sac-b) Cy 524.000 23 400 6006 Cut & Restoring Pav Sy 370.100 24 402 6001 Trench Excavation Protection Lf 594.400 25 403 6001 Temporary Spl Shoring Sf 3,808.000 26 432 6026 Riprap (Stone Common)(Dry)(18 In) Cy 3.000 27 432 6045 Riprap (Mow Strip)(4 In) Cy 7.400 28 464 6002 Rc Pipe (Cl Iii)(15 In) Lf 27.000 29 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,607.000 30 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 615.100 31 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 912.400 32 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 485.500 33 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 147.400 34 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 125.200 35 467 6341 Set (Ty Ii) (15 In) (Rcp) (6: 1) (p) Ea 2.000 36 467 6356 Set (Ty Ii) (18 In) (Rcp) (3: 1) (c) Ea 4.000 37 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 110.000 38 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (c) Ea 8.000 39 467 6389 Set (Ty Ii) (24 In) (Rcp) (3: 1) (p) Ea 1.000 40 467 6391 Set (Ty Ii) (24 In) (Rcp) (4: 1) (p) Ea 30.000 41 467 6417 Set (Ty Ii) (30 In) (Rcp) (3: 1) (c) Ea 8.000 42 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 4.000 43 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 10.000 44 467 6448 Set (Ty Ii) (36 In) (Rcp) (3: 1) (c) Ea 12.000 45 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 8.000 46 467 6461 Set (Ty Ii) (42 In) (Rcp) (3: 1) (c) Ea 4.000 47 467 6466 Set (Ty Ii) (42 In) (Rcp) (6: 1) (p) Ea 2.000 48 467 6474 Set (Ty Ii) (48 In) (Rcp) (3: 1) (c) Ea 4.000 49 496 6002 Remov Str (Inlet) Ea 3.000 50 496 6005 Remov Str (Wingwall) Ea 6.000 51 496 6042 Remov Str (Small) Ea 101.000 52 500 6001 Mobilization Ls 1.000 53 502 6001 Barricades, Signs And Traffic Handling Mo 20.000 54 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 600.000 55 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 200.000 56 506 6011 Rock Filter Dams (Remove) Lf 800.000 57 506 6020 Construction Exits (Install) (Ty 1) Sy 122.000 58 506 6024 Construction Exits (Remove) Sy 122.000 59 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,594.000 60 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,594.000 61 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 1,364.000 62 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,364.000 63 530 6005 Driveways (Acp) Sy 5,225.000 64 530 6017 Driveways (Conc) (Hes) Sy 1,985.000 65 533 6003 Rumble Strips (Shoulder) Asphalt Lf 46,780.000 66 533 6004 Rumble Strips (Centerline) Asphalt Lf 22,307.000 67 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 100.000 68 544 6001 Guardrail End Treatment (Install) Ea 2.000 69 560 6001 Mailbox Install-s (Twg-Post) Ty 1 Ea 29.000 70 560 6002 Mailbox Install-d (Twg-Post) Ty 1 Ea 4.000 71 560 6023 Mailbox Install-m (Twg-Post) Ty 4 Ea 1.000 72 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 45.000 73 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 3.000 74 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 2.000 75 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 34.000 76 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 52,526.000 77 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 4,050.000 78 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 23,486.000 79 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 1,478.000 80 666 6018 Refl Pav Mrk Ty i (w)6"(Dot)(100mil) Lf 123.000 81 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 170.000 82 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 47,271.000 83 666 6309 Re Pm w/Ret Req Ty i (w)6"(Sld)(100mil) Lf 5,255.000 84 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 4,050.000 85 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 23,486.000 86 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 541.000 87 730 6107 Full - Width Mowing Cyc 2.000 88 3077 6013 Sp Mixes Sp-c Sac-b Pg64-22 Ton 9,603.000 89 3077 6075 Tack Coat Gal 4,762.000 90 6001 6002 Portable Changeable Message Sign Ea 3.000 91 6185 6002 Tma (Stationary) Day 450.000 92 6185 6003 Tma (Mobile Operation) Hr 120.000 93

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.