RM 1061 - Highway Improvement

100 6008 Preparing Row (Tree) (0" To 6" Dia) Ea 257.000 1 100 6009 Preparing Row (Tree) (6" To 24" Dia) Ea 35.000 2 100 6011 Preparing Row(Tree)(24" To 36" Dia.) Ea 1.000 3 104 6009 Removing Conc (Riprap) Sy 115.000 4 105 6020 Removing Stab Base & Asph Pav (12") Sy 11,550.000 5 105 6074 Removing Stab Base And Asph Pav (4") Sy 8,334.000 6 110 6001 Excavation (Roadway) Cy 27,324.000 7 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 530.000 8 132 6004 Embankment (Final)(Dens Cont)(Ty b) Cy 18,441.000 9 134 6001 Backfill (Ty a) Sta 35.610 10 150 6002 Blading Hr 365.000 11 164 6036 Drill Seeding (Perm) (Rural) (Clay) Ac 28.930 12 164 6053 Drill Seeding (Temp)(Warm Or Cool) Ac 29.710 13 169 6003 Soil Retention Blankets (Cl 1) (Ty c) Sy 2,068.000 14 247 6264 Fl Bs (Cmp In Plc)(Ty a Or b Gr4)(10") Sy 79,598.000 15 275 6001 Cement Ton 553.000 16 275 6010 Cement Treat (Subgrade) (8") Sy 49,669.000 17 310 6009 Prime Coat (Mc-30) Gal 22,004.000 18 314 6014 Emuls Asph (Erosn Cont)(Ms-2) Gal 6,942.000 19 316 6001 Asph (Multi Option) Gal 33,433.000 20 316 6175 Aggr(Ty-b Gr-4 Sac-b) Cy 826.000 21 351 6012 Flexible Pavement Structure Repair(2") Sy 22,655.000 22 354 6021 Plane Asph Conc Pav(0" To 2") Sy 10,756.000 23 354 6045 Plane Asph Conc Pav (2") Sy 873.000 24 432 6001 Riprap (Conc)(4 In) Cy 69.000 25 432 6045 Riprap (Mow Strip)(4 In) Cy 22.000 26 460 6003 Cmp (Gal Stl 24 In) Lf 160.000 27 460 6004 Cmp (Gal Stl 30 In) Lf 26.000 28 460 6007 Cmp (Gal Stl 48 In) Lf 51.000 29 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 174.000 30 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 780.000 31 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 434.000 32 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 84.000 33 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 108.000 34 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 2.000 35 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 4.000 36 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 12.000 37 467 6377 Set (Ty Ii) (24 In) (Cmp) (4: 1) (c) Ea 10.000 38 467 6379 Set (Ty Ii) (24 In) (Cmp) (6: 1) (c) Ea 2.000 39 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 5.000 40 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (c) Ea 6.000 41 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 43.000 42 467 6408 Set (Ty Ii) (30 In) (Cmp) (4: 1) (c) Ea 2.000 43 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 9.000 44 467 6422 Set (Ty Ii) (30 In) (Rcp) (6: 1) (c) Ea 1.000 45 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 2.000 46 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (c) Ea 2.000 47 467 6453 Set (Ty Ii) (36 In) (Rcp) (6: 1) (c) Ea 1.000 48 480 6001 Clean Exist Culverts Ea 15.000 49 496 6006 Remov Str (Headwall) Ea 42.000 50 496 6007 Remov Str (Pipe) Lf 862.000 51 496 6008 Remov Str (Box Culvert) Lf 4.000 52 500 6001 Mobilization Ls 1.000 53 502 6001 Barricades, Signs And Traffic Handling Mo 17.000 54 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 1,200.000 55 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,200.000 56 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 555.000 57 530 6005 Driveways (Acp) Sy 1,148.000 58 530 6016 Driveways (Base) Sy 2,231.000 59 530 6024 Turnouts (Rap) Sy 645.000 60 533 6001 Rumble Strips (Shoulder) Lf 77,586.000 61 533 6002 Rumble Strips (Centerline) Lf 39,056.000 62 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 2,040.000 63 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 11.000 64 542 6001 Remove Metal Beam Guard Fence Lf 800.000 65 542 6002 Remove Terminal Anchor Section Ea 3.000 66 544 6001 Guardrail End Treatment (Install) Ea 15.000 67 544 6003 Guardrail End Treatment (Remove) Ea 7.000 68 545 6010 Crash Cush Atten (Instl)(l)(w)(Tl3) Ea 1.000 69 560 6004 Mailbox Install-s (Twg-Post) Ty 2 Ea 28.000 70 560 6005 Mailbox Install-d (Twg-Post) Ty 2 Ea 15.000 71 560 6006 Mailbox Install-m (Twg-Post) Ty 2 Ea 1.000 72 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 91.000 73 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 63.000 74 644 6076 Remove Sm Rd Sn Sup&Am Ea 69.000 75 658 6014 Instl Del Assm (d-Sw)Sz (Brf)Ctb (Bi) Ea 15.000 76 658 6060 Remove Delin & Object Marker Assms Ea 233.000 77 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 29.000 78 658 6080 Instl Del Assm (d-Sw)Sz 1(Wflx)Gnd Ea 127.000 79 658 6099 Instl Om Assm (Om-2z)(Wflx)Gnd Ea 137.000 80 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 3,830.000 81 662 6002 Wk Zn Pav Mrk Non-Remov (w)4"(Dot) Lf 679.000 82 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 72,813.000 83 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 1,915.000 84 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 1,556.000 85 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 3,014.000 86 666 6005 Refl Pav Mrk Ty i (w)4"(Dot)(090mil) Lf 679.000 87 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 1,915.000 88 666 6053 Refl Pav Mrk Ty i (w)(Arrow)(090mil) Ea 8.000 89 666 6077 Refl Pav Mrk Ty i (w)(Word)(090mil) Ea 4.000 90 666 6146 Refl Pav Mrk Ty i (y)24"(Sld)(090mil) Lf 229.000 91 3077 6058 Sp Mixes Sp-d Sac-a Pg70-28 Ton 40,285.000 92 3077 6075 Tack Coat Gal 11,291.000 93 3085 6001 Underseal Course Gal 48,162.000 94 6001 6002 Portable Changeable Message Sign Ea 2.000 95 6024 6002 Hppm w/Ret Req Ty i(w)4"(Brk)(090mil) Lf 3,830.000 96 6024 6005 Hppm w/Ret Req Ty i(w)4"(Sld)(090mil) Lf 78,109.000 97 6024 6014 Hppm w/Ret Req Ty i(y)4"(Brk)(090mil) Lf 6,214.000 98 6024 6017 Hppm w/Ret Req Ty i(y)4"(Sld)(090mil) Lf 48,432.000 99 6185 6002 Tma (Stationary) Day 288.000 100 6185 6003 Tma (Mobile Operation) Hr 100.000 101 6362 6002 Rec Refl Pav Mrkr Ty i-c Ea 330.000 102 6362 6004 Rec Refl Pav Mrkr Ty Ii-a-a Ea 992.000 103

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.