Construct New Roadway Lanes

100 6002 Preparing Row Sta 4.930 1 104 6001 Removing Conc (Pav) Sy 5,583.400 2 104 6009 Removing Conc (Riprap) Sy 541.300 3 104 6037 Remove Conc (Rail) Lf 3,984.000 4 104 6044 Removing Conc (Flume) Sy 613.300 5 105 6035 Removing Stab Base & Asph Pav (0-2") Sy 8,626.000 6 105 6135 Removing Untreated Base (4") Sy 115.000 7 110 6001 Excavation (Roadway) Cy 20,542.900 8 110 6002 Excavation (Channel) Cy 2,896.300 9 110 6003 Excavation (Special) Cy 10,551.200 10 132 6004 Embankment (Final)(Dens Cont)(Ty b) Cy 17,487.300 11 161 6017 Compost Manuf Topsoil (4") Sy 29,301.400 12 164 6007 Broadcast Seed (Perm) (Urban) (Clay) Sy 29,301.400 13 168 6001 Vegetative Watering Mg 1,025.500 14 216 6001 Proof Rolling Hr 23.300 15 260 6002 Lime (Hydrated Lime (Slurry)) Ton 432.100 16 260 6044 Lime Trt(Mix Exst Matl & New Base)(18") Sy 4,938.500 17 260 6073 Lime Trt (Subgrade)(8") Sy 14,815.500 18 275 6001 Cement Ton 30.500 19 275 6010 Cement Treat (Subgrade) (8") Sy 2,194.900 20 310 6001 Prime Coat (Multi Option) Gal 3,955.100 21 316 6011 Asph (Ac-10) Gal 6,567.600 22 316 6173 Aggr(Ty-b Gr-3 Sac-b) Cy 125.700 23 316 6224 Aggr(Ty-Pb Gr-4 Sac-b) Cy 103.900 24 347 6001 Tom (Asphalt) Pg 76-22 Ton 41.100 25 347 6002 Tom-c (Aggregate) Sac-a Ton 645.400 26 354 6021 Plane Asph Conc Pav(0" To 2") Sy 1,563.100 27 360 6005 Conc Pvmt (Cont Reinf - Crcp) (11") Sy 19,832.900 28 400 6005 Cem Stabil Bkfl Cy 501.000 29 400 6008 Cut & Restore Asph Paving Sy 65.600 30 402 6001 Trench Excavation Protection Lf 451.000 31 403 6001 Temporary Spl Shoring Sf 13,284.000 32 416 6001 Drill Shaft (18 In) Lf 50.000 33 416 6004 Drill Shaft (36 In) Lf 7,384.000 34 416 6005 Drill Shaft (42 In) Lf 650.000 35 416 6006 Drill Shaft (48 In) Lf 22.000 36 416 6007 Drill Shaft (54 In) Lf 399.000 37 416 6008 Drill Shaft (60 In) Lf 160.000 38 416 6016 Drill Shaft (Sign Mts) (12 In) Lf 7.000 39 416 6022 Drill Shaft (Sign Mts) (48 In) Lf 87.000 40 416 6026 Drill Shaft (High Mast Pole) (60 In) Lf 32.000 41 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 10.000 42 416 6030 Drill Shaft (Trf Sig Pole) (24 In) Lf 48.000 43 420 6002 Cl a Conc (Misc) Cy 900.800 44 420 6014 Cl c Conc (Abut)(Hpc) Cy 115.170 45 420 6030 Cl c Conc (Cap)(Hpc) Cy 339.500 46 420 6038 Cl c Conc (Column)(Hpc) Cy 299.600 47 422 6002 Reinf Conc Slab (Hpc) Sf 36,344.000 48 422 6016 Approach Slab (Hpc) Cy 140.500 49 423 6001 Retaining Wall (Mse) Sf 14,200.000 50 425 6039 Prestr Conc Girder (Tx54) Lf 2,167.100 51 425 6041 Prestr Conc Girder (Tx70) Lf 1,096.300 52 432 6001 Riprap (Conc)(4 In) Cy 280.700 53 432 6002 Riprap (Conc)(5 In) Cy 268.900 54 432 6005 Riprap (Conc) (Cl a ) Cy 9.000 55 432 6036 Riprap (Stone Protection)(30 In) Cy 557.300 56 432 6044 Riprap (Conc)(Flume) Cy 301.800 57 432 6045 Riprap (Mow Strip)(4 In) Cy 257.400 58 434 6024 Elastomeric Bearing (e5) Ea 8.000 59 434 6033 Elastomeric Bearing (f5) Ea 4.000 60 434 6040 Sliding Elastomeric Bearing (Es 3) Ea 4.000 61 442 6001 Str Steel (Plate Girder) Lb 1,112,667.000 62 442 6008 Str Steel (Miscellaneous Bridge) Lb 600.000 63 450 6023 Rail (Ty Sstr) Lf 1,186.000 64 450 6024 Rail (Ty Sstr)(Hpc) Lf 406.400 65 450 6054 Rail (Ty Sstr) (w/Drain Slots) Lf 3,570.500 66 450 6062 Rail (Ty Sstr)(Mod) Lf 361.000 67 450 6064 Rail (Ty Sstr) (w/Drain Slots) (Mod) Lf 5,263.000 68 454 6004 Armor Joint (Sealed) Lf 138.000 69 462 6010 Conc Box Culv (6 Ft x 3 Ft) Lf 192.000 70 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 89.000 71 464 6012 Rc Pipe (Cl Iii)(60 In) Lf 211.000 72 465 6002 Manh (Compl)(Prm)(48in) Ea 1.000 73 465 6012 Jctbox(Compl)(Pjb)(8ftx8ft) Ea 3.000 74 466 6003 Headwall (Ch - Fw - 0) (Dia= 18 In) Ea 1.000 75 466 6043 Headwall (Ch - Fw - 30) (Dia= 60 In) Ea 1.000 76 466 6152 Wingwall (Fw - 0) (Hw=5 Ft) Ea 1.000 77 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 1.000 78 476 6007 Jack Bor Or Tun Pipe(18 In)(Rc) (Cl Iv) Lf 95.000 79 496 6002 Remov Str (Inlet) Ea 9.000 80 496 6005 Remov Str (Wingwall) Ea 7.000 81 496 6007 Remov Str (Pipe) Lf 118.000 82 500 6001 Mobilization Ls 1.000 83 502 6001 Barricades, Signs And Traffic Handling Mo 24.000 84 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 112.000 85 506 6011 Rock Filter Dams (Remove) Lf 112.000 86 506 6038 Temp Sedmt Cont Fence (Install) Lf 7,564.000 87 506 6039 Temp Sedmt Cont Fence (Remove) Lf 7,564.000 88 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 808.000 89 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 96.000 90 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,059.000 91 506 6045 Biodeg Erosn Cont Logs (Instl) (6") Lf 155.000 92 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 11,086.000 93 512 6037 Port Ctb (Stkpl)(Sgl Slp)(Ty 1) Lf 11,086.000 94 530 6004 Driveways (Conc) Sy 73.200 95 542 6001 Remove Metal Beam Guard Fence Lf 1,333.000 96 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 3.000 97 544 6003 Guardrail End Treatment (Remove) Ea 3.000 98 545 6005 Crash Cush Atten (Remove) Ea 2.000 99 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 1.000 100 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 2.000 101 552 6003 Wire Fence (Ty c) Lf 33.000 102 552 6005 Gate (Ty 1) Ea 1.000 103 556 6008 Pipe Underdrains (Ty 8) (6") Lf 1,302.000 104 610 6002 Relocate Rd Il Asm (Shoe-Base) Ea 1.000 105 613 6005 Hi Mst Il Pole (150 Ft)( 80 Mph) Ea 1.000 106 618 6023 Condt (Pvc) (Sch 40) (2") Lf 276.000 107 618 6029 Condt (Pvc) (Sch 40) (3") Lf 8,341.000 108 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 2,337.000 109 618 6070 Condt (Rm) (2") Lf 4.000 110 618 6074 Condt (Rm) (3") Lf 1,612.000 111 620 6007 Elec Condr (No.8) Bare Lf 225.000 112 620 6008 Elec Condr (No.8) Insulated Lf 3,974.000 113 620 6011 Elec Condr (No.4) Bare Lf 2,325.000 114 620 6012 Elec Condr (No.4) Insulated Lf 6,096.000 115 620 6019 Elec Condr (No.1/0) Bare Lf 2,061.000 116 620 6020 Elec Condr (No.1/0) Insulated Lf 4,122.000 117 624 6010 Ground Box Ty d (162922)w/Apron Ea 5.000 118 624 6028 Remove Ground Box Ea 2.000 119 628 6002 Remove Electrical Services Ea 1.000 120 628 6151 Elc Srv Ty d 120/240 060(Ns)Ss(n)Ps(u) Ea 2.000 121 628 6152 Elc Srv Ty d 120/240 060(Ns)Ss(n)Sp(o) Ea 6.000 122 636 6001 Aluminum Signs (Ty a) Sf 6.300 123 636 6002 Aluminum Signs (Ty g) Sf 51.400 124 636 6007 Replace Existing Aluminum Signs(Ty a) Sf 18.800 125 636 6009 Replace Existing Aluminum Signs(Ty o) Sf 752.900 126 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 2.000 127 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 7.000 128 644 6017 In Sm Rd Sn Sup&Am Ty10bwg(2)Sa(p) Ea 1.000 129 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 5.000 130 644 6076 Remove Sm Rd Sn Sup&Am Ea 20.000 131 644 6078 Remove Sm Rd Sn Sup&Am (Sign Only) Ea 1.000 132 647 6001 Install Lrss (Struct Steel) Lb 179.800 133 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 2.000 134 650 6035 Ins Oh Sn Sup(35 Ft Bal Tee) Ea 1.000 135 654 6006 Sign Walkway (48 In) With Hndrl Lf 12.170 136 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 6,000.000 137 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 9,432.000 138 662 6071 Wk Zn Pav Mrk Remov (w)8"(Sld) Lf 1,209.000 139 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 12,000.000 140 666 6167 Refl Pav Mrk Ty Ii (w) 4" (Brk) Lf 6,009.000 141 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 11,347.000 142 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 2,454.000 143 666 6180 Refl Pav Mrk Ty Ii (w) 12" (Sld) Lf 1,221.000 144 666 6184 Refl Pav Mrk Ty Ii (w) (Arrow) Ea 7.000 145 666 6192 Refl Pav Mrk Ty Ii (w) (Word) Ea 4.000 146 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 12,001.000 147 666 6351 Refl Pav Mrk Ty Ii (w)12"(Dot) Lf 2,122.000 148 672 6007 Refl Pav Mrkr Ty i-c Ea 355.000 149 672 6008 Refl Pav Mrkr Ty i-r Ea 168.000 150 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 480.000 151 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 27,706.500 152 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 1,259.000 153 678 6033 Pav Surf Prep For Mrk (Rpm) Ea 168.000 154 785 6004 Bridge Joint Repair (Armor) Lf 597.000 155 3012 6002 Next Gen Conc Surf Grind Of Conc Pav Sy 60,818.400 156 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 6,822.600 157 3076 6066 Tack Coat Gal 12,458.600 158 4017 6001 Noise Wall Sf 79,151.300 159 4153 6001 Intrlck Art Conc Blk w/Percussion Drv Sf 66,900.000 160 6001 6002 Portable Changeable Message Sign Ea 2.000 161 6007 6062 Fo Cbl (72 Smf) Lf 37,982.000 162 6007 6087 Fo Splice Enclosure (Type 1) Ea 9.000 163 6007 6089 Fo Splice Enclosure (Type 2) Ea 2.000 164 6007 6094 Fiber Optic Fusion Splice Ea 444.000 165 6007 6103 Remove Fiber Optic Cable Lf 7,212.000 166 6010 6002 Cctv Field Equipment (Digital) Ea 5.000 167 6010 6004 Cctv Mount (Pole) Ea 1.000 168 6016 6006 Its Multi-Duct Cnd (Pvc-40) Lf 7,502.000 169 6016 6011 Its Multi-Duct Cnd (Pvc-80)(Bore) Lf 1,960.000 170 6028 6001 Install Dms (Pole Mtd Cabinet) Ea 2.000 171 6062 6034 Its Radio (Dual)(5 Ghz/5 Ghz)-i-u Ea 4.000 172 6064 6010 Its Pole (30 Ft)(90 Mph) Ea 2.000 173 6064 6055 Its Pole (60 Ft)(90 Mph) Ea 1.000 174 6064 6084 Its Pole Mnt Cab (Ty 2)(Conf 2) Ea 2.000 175 6064 6092 Its Pole Mnt Cab (Ty 3)(Conf 2) Ea 1.000 176 6185 6005 Tma (Mobile Operation) Day 4.000 177 6186 6002 Its Gnd Box(Pcast) Ty 1 (243636)w/Aprn Ea 14.000 178 6186 6008 Its Gnd Box(Pcast) Ty 2 (366036)w/Aprn Ea 8.000 179 6280 6001 High Mast Assembly For Its Ea 1.000 180 6304 6002 Its Rvsd (Data Collect & Wwa) Sys Ea 2.000 181 6304 6005 Its Rvsd (Dc Only) (Relocate) Ea 2.000 182 6331 6001 Remove Dynamic Message Sign System Ea 1.000 183 6366 6001 Inst Wrong Way Driver System Equipment Ea 4.000 184 7016 6029 Remove Exist Water Pipe (8") Lf 743.000 185 7016 6092 Casing (Steel) (30 In) (Open Trench) Lf 32.000 186

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.