SH 35 - Overlay

105 6021 Removing Stab Base and Asph Pav (0-4") Sy 58.500 1 134 6004 Backfill (Ty a or B) Sta 194.000 2 292 6002 Asphalt Stab Base (Gr 2)(Pg 64) Ton 68.000 3 305 6022 Salv, Haul & Stkpl Rcl Aph Pv (4") Sy 735.000 4 316 6001 Asph (Multi Option) Gal 59,013.000 5 316 6224 Aggr(Ty-pb Gr-4 Sac-b) Cy 1,190.000 6 351 6006 Flexible Pavement Structure Repair(10") Sy 4,000.000 7 351 6009 Flexible Pavement Structure Repair(14") Sy 114.000 8 351 6013 Flexible Pavement Structure Repair(4") Sy 2,000.000 9 354 6016 Plan & Text Conc Pav(0" to 1-1/2") Sy 1,450.000 10 354 6041 Plane Asph Conc Pav (1.5") Sy 147,513.000 11 361 6003 Full - Depth Repair Crcp (9") Sy 500.000 12 429 6009 Conc Str Repair (Standard) Sf 4.860 13 432 6005 Riprap (Conc) (Cl a ) Cy 3.654 14 432 6045 Riprap (Mow Strip)(4 in) Cy 44.036 15 500 6001 Mobilization Ls 1.000 16 502 6001 Barricades, Signs and Traffic Handling Mo 7.000 17 512 6029 Port Ctb (Move)(F-shape)(Ty 1) Lf 30.000 18 512 6053 Port Ctb (Remove)(F-shape)(Ty 1) Lf 360.000 19 512 6105 Pctb Move&reset(F-shape or Sngl Slpty1 Lf 390.000 20 533 6001 Rumble Strips (Shoulder) Lf 14,800.000 21 533 6002 Rumble Strips (Centerline) Lf 7,400.000 22 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 125.000 23 540 6016 Downstream Anchor Terminal Section Ea 2.000 24 540 6021 Mtl Thrie-beam Gd Fen (Tim Post) Ea 7.000 25 542 6001 Remove Metal Beam Guard Fence Lf 175.000 26 542 6002 Remove Terminal Anchor Section Ea 7.000 27 544 6001 Guardrail End Treatment (Install) Ea 5.000 28 545 6005 Crash Cush Atten (Remove) Ea 4.000 29 545 6007 Crash Cush Atten (Instl)(L)(N)(Tl3) Ea 4.000 30 624 6009 Ground Box Ty D (162922) Ea 3.000 31 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 123.000 32 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 30.000 33 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 1.000 34 644 6009 in Sm Rd Sn Sup&am Ty10bwg(1)sb(P) Ea 1.000 35 644 6030 in Sm Rd Sn Sup&am Tys80(1)sa(T) Ea 5.000 36 644 6034 in Sm Rd Sn Sup&am Tys80(1)sa(U-1ext) Ea 6.000 37 644 6076 Remove Sm Rd Sn Sup&am Ea 146.000 38 658 6013 Instl Del Assm (D-sw)sz (Brf)ctb Ea 21.000 39 658 6047 Instl Om Assm (Om-2y)(Wc)gnd Ea 2.000 40 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 36.000 41 662 6001 Wk Zn Pav Mrk Non-remov (W)4"(Brk) Lf 6,666.000 42 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 238,770.000 43 662 6012 Wk Zn Pav Mrk Non-remov (W)8"(Sld) Lf 13,986.000 44 662 6014 Wk Zn Pav Mrk Non-remov (W)12"(Sld) Lf 18,966.000 45 662 6016 Wk Zn Pav Mrk Non-remov (W)24"(Sld) Lf 7,434.000 46 662 6017 Wk Zn Pav Mrk Non-remov (W)(Arrow) Ea 138.000 47 662 6027 Wk Zn Pav Mrk Non-remov (W)(U-l Arr) Ea 126.000 48 662 6032 Wk Zn Pav Mrk Non-remov (Y)4"(Brk) Lf 9,606.000 49 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 295,824.000 50 662 6039 Wk Zn Pav Mrk Non-remov (Y)12"(Sld) Lf 6,462.000 51 666 6018 Refl Pav Mrk Ty I (W)6"(Dot)(100mil) Lf 18.000 52 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 7,195.000 53 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 2,825.000 54 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 3,375.000 55 666 6138 Refl Pav Mrk Ty I (Y)8"(Sld)(100mil) Lf 175.000 56 666 6141 Refl Pav Mrk Ty I (Y)12"(Sld)(100mil) Lf 35.000 57 666 6147 Refl Pav Mrk Ty I (Y)24"(Sld)(100mil) Lf 1,055.000 58 666 6162 Re Pv Mrk Ty I(Black)6"(Shadow)(100mil) Lf 2,990.000 59 666 6180 Refl Pav Mrk Ty Ii (W) 12" (Sld) Lf 105.000 60 666 6212 Refl Pav Mrk Ty Ii (Y) 12" (Sld) Lf 370.000 61 666 6306 Re Pm W/ret Req Ty I (W)6"(Brk)(100mil) Lf 3,200.000 62 666 6309 Re Pm W/ret Req Ty I (W)6"(Sld)(100mil) Lf 44,295.000 63 666 6318 Re Pm W/ret Req Ty I (Y)6"(Brk)(100mil) Lf 5,900.000 64 666 6321 Re Pm W/ret Req Ty I (Y)6"(Sld)(100mil) Lf 49,470.000 65 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 72.000 66 668 6078 Prefab Pav Mrk Ty C (W) (Dbl Arrow) Ea 2.000 67 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 53.000 68 668 6092 Prefab Pav Mrk Ty C (W) (36")(Yld Tri) Ea 25.000 69 672 6006 Refl Pav Mrkr Ty I-a Ea 4.000 70 672 6007 Refl Pav Mrkr Ty I-c Ea 550.000 71 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,666.000 72 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 46.000 73 678 6002 Pav Surf Prep for Mrk (6") Lf 105,873.000 74 678 6004 Pav Surf Prep for Mrk (8") Lf 7,370.000 75 678 6006 Pav Surf Prep for Mrk (12") Lf 3,335.000 76 678 6008 Pav Surf Prep for Mrk (24") Lf 4,430.000 77 678 6009 Pav Surf Prep for Mrk (Arrow) Ea 72.000 78 678 6010 Pav Surf Prep for Mrk (Dbl Arrow) Ea 2.000 79 678 6016 Pav Surf Prep for Mrk (Word) Ea 53.000 80 678 6023 Pav Surf Prep for Mrk (36")(Yld Tri) Ea 25.000 81 682 6002 Veh Sig Sec (12")led(Grn Arw) Ea 24.000 82 682 6004 Veh Sig Sec (12")led(Yel Arw) Ea 44.000 83 682 6006 Veh Sig Sec (12")led(Red Arw) Ea 25.000 84 682 6054 Backplate W/ref Brdr(3 Sec)(Vent)alum Ea 85.000 85 682 6055 Backplate W/ref Brdr(4 Sec)(Vent)alum Ea 13.000 86 682 6056 Backplate W/ref Brdr(5 Sec)(Vent)alum Ea 4.000 87 684 6028 Trf Sig Cbl (Ty a)(14 Awg)(2 Condr) Lf 305.000 88 684 6080 Trf Sig Cbl (Ty C)(14 Awg)(2 Condr) Lf 790.000 89 688 6004 Veh Lp Detect (Sawcut) Lf 6,175.000 90 690 6025 Replace of Signal Head Assm Ea 22.000 91 690 6029 Install of Signal Related Signs Ea 2.000 92 721 6002 Fiber Reinforced Polymer Patching Matls Lb 1,950.000 93 738 6003 Cleaning / Sweeping (Outside Main Lane) Cyc 8.000 94 3076 6041 D-gr Hma Ty-d Sac-a Pg70-22 Ton 12,917.000 95 3076 6076 D-gr Hma Ty-d Sac-a Pg70-22 (Exempt) Ton 20.000 96 3076 6081 D-gr Hma Ty-d Pg70-22 (Exempt) Ton 63.000 97 6001 6001 Portable Changeable Message Sign Day 209.000 98 6185 6002 Tma (Stationary) Day 101.000 99 6185 6005 Tma (Mobile Operation) Day 80.000 100 6292 6004 Rvds(Presence Det Only)(Install Only) Ea 104.000 101 6292 6005 Rvds(Advance Det Only)(Install Only) Ea 104.000 102

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.