RM 2381 - Intersection Improvement

100 6001 Preparing Row Ac 0.320 1 100 6008 Preparing Row (Tree) (0" to 6" Dia) Ea 115.000 2 100 6009 Preparing Row (Tree) (6" to 24" Dia) Ea 2.000 3 105 6005 Removing Stab Base and Asph Pav (3") Sy 721.000 4 105 6008 Removing Stab Base and Asph Pav (6") Sy 45.000 5 105 6013 Removing Stab Base & Asph Pav (9") Sy 5,195.000 6 105 6044 Removing Stab Base and Asph Pav (10") Sy 1,026.000 7 110 6001 Excavation (Roadway) Cy 5,749.000 8 132 6004 Embankment (Final)(Dens Cont)(Ty B) Cy 3,279.000 9 134 6001 Backfill (Ty a) Sta 18.000 10 164 6036 Drill Seeding (Perm) (Rural) (Clay) Ac 8.360 11 164 6053 Drill Seeding (Temp)(Warm or Cool) Ac 8.700 12 247 6227 Fl Bs (Cmp in Plc)(Ty a or B Gr 4)(8") Sy 13,808.000 13 310 6009 Prime Coat (Mc-30) Gal 3,622.000 14 314 6009 Emuls Asph (Erosn Cont)(Multi) Gal 984.000 15 316 6001 Asph (Multi Option) Gal 5,503.000 16 316 6078 Aggr(Ty-b Gr-4 Sac-a) Cy 141.000 17 351 6012 Flexible Pavement Structure Repair(2") Sy 2,025.000 18 354 6021 Plane Asph Conc Pav(0" to 2") Sy 1,801.000 19 416 6029 Drill Shaft (Rdwy Ill Pole) (30 in) Lf 184.000 20 432 6003 Riprap (Conc)(6 in) Cy 61.000 21 462 6007 Conc Box Culv (5 Ft X 3 Ft) Lf 30.000 22 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 66.000 23 467 6172 Set (Ty I)(S= 5 Ft)(Hw= 3 Ft)(4:1) (C) Ea 1.000 24 467 6390 Set (Ty Ii) (24 in) (Rcp) (4: 1) (C) Ea 4.000 25 496 6004 Remov Str (Set) Ea 1.000 26 496 6006 Remov Str (Headwall) Ea 4.000 27 496 6007 Remov Str (Pipe) Lf 26.000 28 500 6001 Mobilization Ls 1.000 29 502 6001 Barricades, Signs and Traffic Handling Mo 10.000 30 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 75.000 31 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 75.000 32 529 6001 Conc Curb (Ty I) Lf 374.000 33 533 6001 Rumble Strips (Shoulder) Lf 9,455.000 34 533 6002 Rumble Strips (Centerline) Lf 2,265.000 35 610 6254 in Rd Il (Ty St) 40t-8 (250w Eq) Led Ea 23.000 36 618 6023 Condt (Pvc) (Sch 40) (2") Lf 4,810.000 37 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 90.000 38 620 6007 Elec Condr (No.8) Bare Lf 5,150.000 39 620 6008 Elec Condr (No.8) Insulated Lf 10,300.000 40 624 6002 Ground Box Ty a (122311)w/apron Ea 3.000 41 628 6047 Elc Srv Ty a 240/480 060(Ns)ss(E)tp(O) Ea 1.000 42 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 8.000 43 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 10.000 44 644 6036 in Sm Rd Sn Sup&am Tys80(1)sa(U-bm) Ea 1.000 45 644 6076 Remove Sm Rd Sn Sup&am Ea 28.000 46 658 6060 Remove Delin & Object Marker Assms Ea 30.000 47 658 6080 Instl Del Assm (D-sw)sz 1(Wflx)gnd Ea 15.000 48 658 6100 Instl Om Assm (Om-2z)(Wflx)gnd(Bi) Ea 12.000 49 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 7,574.000 50 662 6010 Wk Zn Pav Mrk Non-remov (W)8"(Dot) Lf 225.000 51 662 6012 Wk Zn Pav Mrk Non-remov (W)8"(Sld) Lf 4,013.000 52 662 6016 Wk Zn Pav Mrk Non-remov (W)24"(Sld) Lf 14.000 53 662 6017 Wk Zn Pav Mrk Non-remov (W)(Arrow) Ea 7.000 54 662 6029 Wk Zn Pav Mrk Non-remov(W)(Word) Ea 7.000 55 662 6030 Wk Zn Pav Mrk Non-remov(W)18"(Yld Tri) Ea 10.000 56 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 14,298.000 57 662 6109 Wk Zn Pav Mrk Sht Term (Tab)ty W Ea 1,108.000 58 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 794.000 59 666 6029 Refl Pav Mrk Ty I (W)8"(Dot)(090mil) Lf 225.000 60 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 4,077.000 61 666 6047 Refl Pav Mrk Ty I (W)24"(Sld)(090mil) Lf 14.000 62 666 6053 Refl Pav Mrk Ty I (W)(Arrow)(090mil) Ea 7.000 63 666 6077 Refl Pav Mrk Ty I (W)(Word)(090mil) Ea 7.000 64 666 6099 Ref Pav Mrk Ty I(W)18"(Yld Tri)(100mil) Ea 10.000 65 666 6146 Refl Pav Mrk Ty I (Y)24"(Sld)(090mil) Lf 310.000 66 672 6007 Refl Pav Mrkr Ty I-c Ea 230.000 67 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 501.000 68 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 5,538.000 69 3076 6005 D-gr Hma Ty-b Pg64-28 Ton 2,265.000 70 3077 6058 Sp Mixes Sp-d Sac-a Pg70-28 Ton 2,862.000 71 3077 6075 Tack Coat Gal 235.000 72 3085 6001 Underseal Course Gal 6,044.000 73 6001 6002 Portable Changeable Message Sign Ea 4.000 74 6024 6005 Hppm W/ret Req Ty I(W)4"(Sld)(090mil) Lf 9,919.000 75 6024 6014 Hppm W/ret Req Ty I(Y)4"(Brk)(090mil) Lf 100.000 76 6024 6017 Hppm W/ret Req Ty I(Y)4"(Sld)(090mil) Lf 15,098.000 77 6056 6001 Preformed in-lane(Trans) Rumble Strip Lf 128.000 78 6185 6002 Tma (Stationary) Day 165.000 79 6185 6003 Tma (Mobile Operation) Hr 100.000 80

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.