Construct Direct Connectors

100 6002 Preparing Row Sta 231.000 1 105 6002 Removing Stab Base and Asph Pav (2") Sy 475.000 2 105 6048 Removing Stab Base & Asph Pav (4"-11") Sy 457.000 3 105 6106 Removing Stab Base and Asph Pav(6"-9") Sy 475.000 4 105 6144 Rmv Trt & Untrt Base & Asph Pv(12"-30") Sy 90,060.000 5 110 6001 Excavation (Roadway) Cy 99,572.000 6 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 138,308.000 7 161 6017 Compost Manuf Topsoil (4") Sy 219,422.000 8 162 6002 Block Sodding Sy 219,422.000 9 164 6041 Drill Seeding (Temp) (Warm) Sy 137,647.000 10 164 6043 Drill Seeding (Temp) (Cool) Sy 137,647.000 11 168 6001 Vegetative Watering Mg 5,570.000 12 216 6001 Proof Rolling Hr 234.000 13 247 6498 Flbs (Cmp in Plc)(Ty D Gr 1-2 or 5)(8") Sy 62,717.000 14 260 6006 Lime Trt (Exst Matl) (6") Sy 136,608.000 15 260 6016 Lime (Hyd, Com, or Qk(Slurry)) Ton 3,606.000 16 305 6003 Salv, Haul & Stkpl Rcl Aph Pv (2 to 4") Sy 16,954.000 17 305 6023 Salv,haul & Stkpl Rcl Aph Pv (0 to 3") Sy 3,221.000 18 310 6027 Prime Coat(Mc-30 or Ae-p) Gal 18,815.000 19 316 6007 Asph (a-r Type Ii) Gal 8,477.000 20 316 6222 Aggr(Ty-pb Gr-3 Sac-b) Cy 162.000 21 347 6001 Tom (Asphalt) Pg 76-22 Ton 41.000 22 347 6002 Tom-c (Aggregate) Sac-a Ton 641.000 23 354 6029 Plane Asph Conc Pav(0" to 6") Sy 536.000 24 356 6019 Pav Jt Underseal (18") Lf 7,721.000 25 360 6007 Conc Pvmt (Cont Reinf - Crcp) (13") Sy 69,934.000 26 400 6005 Cem Stabil Bkfl Cy 1,844.000 27 400 6006 Cut & Restoring Pav Sy 612.000 28 400 6007 Cut & Restore Conc Paving Sy 840.000 29 401 6001 Flowable Backfill Cy 250.000 30 402 6001 Trench Excavation Protection Lf 10,337.000 31 403 6001 Temporary Spl Shoring Sf 43,391.000 32 403 6002 Temporary Spl Shoring (Soil Nail) Sf 13,859.000 33 410 6001 Soil Nail Anchors Lf 4,460.000 34 416 6001 Drill Shaft (18 in) Lf 36.000 35 416 6004 Drill Shaft (36 in) Lf 175.000 36 416 6005 Drill Shaft (42 in) Lf 1,164.000 37 416 6006 Drill Shaft (48 in) Lf 42.000 38 416 6007 Drill Shaft (54 in) Lf 216.000 39 416 6008 Drill Shaft (60 in) Lf 1,530.000 40 416 6010 Drill Shaft (72 in) Lf 480.000 41 416 6012 Drill Shaft (84 in) Lf 800.000 42 416 6015 Drill Shaft (Non - Reinforced) (12 in) Lf 42.000 43 416 6019 Drill Shaft (Sign Mts) (30 in) Lf 132.000 44 416 6021 Drill Shaft (Sign Mts) (42 in) Lf 574.000 45 416 6022 Drill Shaft (Sign Mts) (48 in) Lf 123.000 46 416 6023 Drill Shaft (Sign Mts) (54 in) Lf 34.000 47 416 6025 Drill Shaft (High Mast Pole) (54 in) Lf 196.000 48 416 6029 Drill Shaft (Rdwy Ill Pole) (30 in) Lf 60.000 49 416 6032 Drill Shaft (Trf Sig Pole) (36 in) Lf 13.000 50 416 6038 Drill Shaft (108 in) Lf 1,474.000 51 416 6047 Drill Shaft (96 in) Lf 1,385.000 52 416 6051 Drill Shaft (120 in) Lf 1,631.000 53 420 6002 Cl a Conc (Misc) Cy 50.000 54 420 6013 Cl C Conc (Abut) Cy 136.000 55 420 6029 Cl C Conc (Cap) Cy 80.000 56 420 6031 Cl C Conc (Cap)(Mass) Cy 6,361.900 57 420 6037 Cl C Conc (Column) Cy 146.000 58 420 6039 Cl C Conc (Column)(Mass) Cy 9,480.400 59 420 6043 Cl C Conc (Footing) Cy 18.800 60 420 6045 Cl C Conc (Footing)(Mass) Cy 1,349.300 61 420 6066 Cl C Conc (Rail Foundation) Cy 902.000 62 420 6068 Cl C Conc (Sign Column) Cy 490.600 63 420 6077 Cl E Conc (Seal Slab)(Non-reinf) Cy 61.000 64 420 6112 Cl H Conc (Pt Cap)(Mass) Cy 589.100 65 420 6120 Cl H Conc (Pt Column)(Mass) Cy 121.300 66 422 6001 Reinf Conc Slab Sf 556,471.000 67 422 6015 Approach Slab Cy 236.000 68 423 6001 Retaining Wall (Mse) Sf 74,098.000 69 423 6022 Retaining Wall (Soil Nail)(Facia) Sf 2,470.000 70 425 6039 Prestr Conc Girder (Tx54) Lf 20,123.000 71 425 6040 Prestr Conc Girder (Tx62) Lf 52,787.000 72 432 6001 Riprap (Conc)(4 in) Cy 212.400 73 432 6002 Riprap (Conc)(5 in) Cy 7,059.000 74 432 6006 Riprap (Conc)(Cl B) Cy 62.500 75 432 6044 Riprap (Conc)(Flume) Cy 9.000 76 432 6045 Riprap (Mow Strip)(4 in) Cy 892.000 77 434 6003 Elastomeric Bearing (Special) Ea 20.000 78 442 6001 Str Steel (Plate Girder) Lb 2,677,000.000 79 442 6007 Str Steel (Misc Non - Bridge) Lb 13,662.000 80 450 6023 Rail (Ty Sstr) Lf 40,175.000 81 450 6034 Rail (Ty C402) Lf 240.000 82 450 6054 Rail (Ty Sstr) (W/drain Slots) Lf 10,871.000 83 450 6062 Rail (Ty Sstr)(Mod) Lf 3,747.000 84 450 6093 Rail (Ty Sstr)(Mod2) Lf 246.000 85 454 6018 Sealed Expansion Joint (4 in) (Sej - M) Lf 1,946.000 86 454 6019 Sealed Expansion Joint (5 in) (Sej - M) Lf 38.000 87 459 6007 Gabion Mattresses (Galv)(12 in) Sy 115.000 88 459 6013 Gabion (1.5' X 3')(Galv) Cy 22.000 89 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 459.000 90 462 6002 Conc Box Culv (3 Ft X 3 Ft) Lf 1,764.000 91 462 6004 Conc Box Culv (4 Ft X 3 Ft) Lf 488.000 92 462 6006 Conc Box Culv (5 Ft X 2 Ft) Lf 322.000 93 462 6010 Conc Box Culv (6 Ft X 3 Ft) Lf 1,935.000 94 462 6029 Conc Box Culv (10 Ft X 5 Ft) Lf 498.000 95 462 6058 Conc Box Culv (7 Ft X 3 Ft)(Extend) Lf 15.000 96 462 6078 Conc Box Culv (10 Ft X 10 Ft)(Extend) Lf 21.000 97 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 7,346.000 98 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 213.000 99 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 1,433.000 100 464 6009 Rc Pipe (Cl Iii)(42 in) Lf 860.000 101 464 6010 Rc Pipe (Cl Iii)(48 in) Lf 372.000 102 465 6003 Manh (Compl)(Prm)(60in) Ea 1.000 103 465 6004 Manh (Compl)(Prm)(72in) Ea 1.000 104 465 6011 Jctbox(Compl)(Pjb)(6ftx6ft) Ea 1.000 105 465 6012 Jctbox(Compl)(Pjb)(8ftx8ft) Ea 1.000 106 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 1.000 107 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 12.000 108 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 3.000 109 465 6018 Inlet (Compl)(Pco)(4ft)(Left) Ea 1.000 110 465 6019 Inlet (Compl)(Pco)(4ft)(Right) Ea 1.000 111 465 6020 Inlet (Compl)(Pco)(4ft)(Both) Ea 1.000 112 465 6024 Inlet (Compl)(Pco)(5ft)(Both) Ea 1.000 113 465 6031 Inlet (Compl)(Pcu)(3ft)(Right) Ea 7.000 114 465 6032 Inlet (Compl)(Pcu)(3ft)(Both) Ea 4.000 115 465 6037 Inlet (Compl)(Pcu)(5ft)(None) Ea 1.000 116 465 6039 Inlet (Compl)(Pcu)(5ft)(Right) Ea 6.000 117 465 6040 Inlet (Compl)(Pcu)(5ft)(Both) Ea 2.000 118 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 11.000 119 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 2.000 120 465 6147 Inlet(Compl)(Psl)(Sfg)(4ftx4ft-4ftx4ft) Ea 20.000 121 465 6148 Inlet(Compl)(Psl)(Sfg)(3ftx5ft-3ftx5ft) Ea 6.000 122 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 2.000 123 465 6159 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-3ftx3ft) Ea 1.000 124 465 6160 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-4ftx4ft) Ea 1.000 125 465 6162 Inlet(Compl)(Pazd)(Fg)(5ftx5ft-4ftx4ft) Ea 1.000 126 465 6235 Inlet (Compl)(Rwi)(Ty I) Ea 2.000 127 465 6236 Inlet (Compl)(Rwi)(Ty Ii) Ea 20.000 128 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 in) Ea 1.000 129 466 6177 Wingwall (Pw - 1) (Hw=16 Ft) Ea 1.000 130 466 6178 Wingwall (Pw - 1) (Hw=3 Ft) Ea 2.000 131 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 1.000 132 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 3.000 133 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 1.000 134 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 2.000 135 467 6105 Set (Ty I)(S=3 Ft)(Hw=3ft)(3:1)(C) Ea 1.000 136 467 6147 Set (Ty I)(S= 4 Ft)(Hw= 4 Ft)(6:1) (P) Ea 1.000 137 467 6388 Set (Ty Ii) (24 in) (Rcp) (3: 1) (C) Ea 1.000 138 467 6394 Set (Ty Ii) (24 in) (Rcp) (6: 1) (C) Ea 3.000 139 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 1.000 140 467 6462 Set (Ty Ii) (42 in) (Rcp) (3: 1) (P) Ea 1.000 141 471 6007 Grate and Frame (Bridge Drain) Ea 52.000 142 476 6013 Jack Bor or Tun Pipe(24 in)(Rc)(Cl Iii) Lf 76.000 143 479 6006 Adjusting Inlet (Cap) Ea 5.000 144 481 6013 Pipe (Pvc) (Sch 40) (6 in) Lf 3,504.000 145 496 6002 Remov Str (Inlet) Ea 2.000 146 496 6004 Remov Str (Set) Ea 40.000 147 496 6005 Remov Str (Wingwall) Ea 7.000 148 496 6006 Remov Str (Headwall) Ea 10.000 149 496 6007 Remov Str (Pipe) Lf 1,860.000 150 496 6008 Remov Str (Box Culvert) Lf 1,859.000 151 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 3.000 152 496 6025 Remov Str (Approach Slab) Ea 2.000 153 500 6001 Mobilization Ls 1.000 154 502 6001 Barricades, Signs and Traffic Handling Mo 38.000 155 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 430.000 156 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 1,705.000 157 506 6011 Rock Filter Dams (Remove) Lf 2,135.000 158 506 6020 Construction Exits (Install) (Ty 1) Sy 2,220.000 159 506 6024 Construction Exits (Remove) Sy 2,220.000 160 506 6038 Temp Sedmt Cont Fence (Install) Lf 19,264.000 161 506 6039 Temp Sedmt Cont Fence (Remove) Lf 19,264.000 162 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 4,148.000 163 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 4,148.000 164 508 6001 Constructing Detours Sy 30,327.000 165 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 32,430.000 166 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 11,460.000 167 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 380.000 168 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 50,850.000 169 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 26,580.000 170 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 520.000 171 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 32,430.000 172 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 11,460.000 173 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 380.000 174 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 9,674.000 175 514 6003 Perm Ctb (Sgl Slope) (Ty 3) (42 ) Lf 816.000 176 529 6001 Conc Curb (Ty I) Lf 15,514.000 177 530 6004 Driveways (Conc) Sy 2,968.000 178 531 6001 Conc Sidewalks (4") Sy 5,487.000 179 531 6004 Curb Ramps (Ty 1) Ea 2.000 180 531 6005 Curb Ramps (Ty 2) Ea 9.000 181 531 6016 Curb Ramps (Ty 21) Ea 1.000 182 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 11,125.000 183 540 6002 Mtl W-beam Gd Fen (Steel Post) Lf 137.500 184 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 6.000 185 540 6016 Downstream Anchor Terminal Section Ea 11.000 186 542 6001 Remove Metal Beam Guard Fence Lf 14,112.500 187 542 6002 Remove Terminal Anchor Section Ea 24.000 188 542 6003 Remove Downstream Anchor Terminal Ea 2.000 189 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-beam) Ea 10.000 190 543 6001 Cable Barrier System (Tl-3) Lf 2,100.000 191 543 6019 Cable Barrier Terminal Section (Tl-3) Ea 2.000 192 543 6021 Remove Cable Barrier Lf 9,297.000 193 543 6022 Remove Cable Barrier Terminal Section Ea 10.000 194 544 6001 Guardrail End Treatment (Install) Ea 9.000 195 544 6003 Guardrail End Treatment (Remove) Ea 19.000 196 544 6005 Gdrail End Trt(Inst)(Wood Post)(Ty Ii) Ea 1.000 197 545 6003 Crash Cush Atten (Move & Reset) Ea 28.000 198 545 6005 Crash Cush Atten (Remove) Ea 21.000 199 545 6007 Crash Cush Atten (Instl)(L)(N)(Tl3) Ea 22.000 200 545 6010 Crash Cush Atten (Instl)(L)(W)(Tl3) Ea 4.000 201 545 6013 Crash Cush Atten (Instl)(R)(N)(Tl3) Ea 21.000 202 560 6014 Mailbox Install-s (Twg-post) Ty 4 Ea 1.000 203 610 6003 Relocate Rd Il Asm (Ctb Mount) Ea 5.000 204 610 6008 Remove Rd Il Asm (Ctb Mount) Ea 2.000 205 610 6009 Remove Rd Il Asm (Trans-base) Ea 62.000 206 610 6104 in Rd Il (U/p) (Ty 1) (150w Eq) Led Ea 18.000 207 610 6190 in Rd Il (Ty Sp) 38s-8 (250w Eq) Led Ea 25.000 208 610 6262 in Rd Il (Ty Sp) 48s-8 (400w Eq) Led Ea 30.000 209 610 6286 in Rd Il (Ty Sa) 50t-8 (400w Eq) Led Ea 6.000 210 613 6003 Hi Mst Il Pole (125 Ft)( 80 Mph) Ea 7.000 211 618 6023 Condt (Pvc) (Sch 40) (2") Lf 25,916.000 212 618 6029 Condt (Pvc) (Sch 40) (3") Lf 100.000 213 618 6031 Condt (Pvc) (Sch 40) (3") (Conc Encse) Lf 30,040.000 214 618 6046 Condt (Pvc) (Sch 80) (2") Lf 64.000 215 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 1,651.000 216 618 6053 Condt (Pvc) (Sch 80) (3") Lf 1,371.000 217 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 6,042.000 218 618 6062 Condt (Rm) (3/4") Lf 779.000 219 620 6002 Elec Condr (No.14) Insulated Lf 20,045.000 220 620 6007 Elec Condr (No.8) Bare Lf 26,136.000 221 620 6008 Elec Condr (No.8) Insulated Lf 61,092.000 222 620 6009 Elec Condr (No.6) Bare Lf 2,557.000 223 620 6010 Elec Condr (No.6) Insulated Lf 7,125.000 224 620 6016 Elec Condr (No.2) Insulated Lf 10,010.000 225 624 6001 Ground Box Ty a (122311) Ea 13.000 226 624 6002 Ground Box Ty a (122311)w/apron Ea 53.000 227 624 6009 Ground Box Ty D (162922) Ea 4.000 228 624 6010 Ground Box Ty D (162922)w/apron Ea 17.000 229 624 6028 Remove Ground Box Ea 10.000 230 628 6045 Elc Srv Ty a 240/480 060(Ns)ss(E)sp(O) Ea 3.000 231 628 6076 Elc Srv Ty a 240/480 100(Ns)ss(E)sp(O) Ea 4.000 232 628 6152 Elc Srv Ty D 120/240 060(Ns)ss(N)sp(O) Ea 3.000 233 628 6250 Elc Srv Ty D 120/240 100(Ns)ss(N)sp(O) Ea 1.000 234 636 6001 Aluminum Signs (Ty a) Sf 18.000 235 636 6002 Aluminum Signs (Ty G) Sf 405.000 236 636 6003 Aluminum Signs (Ty O) Sf 3,633.500 237 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 12.000 238 644 6002 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P-bm) Ea 1.000 239 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 35.000 240 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 2.000 241 644 6030 in Sm Rd Sn Sup&am Tys80(1)sa(T) Ea 7.000 242 644 6037 in Sm Rd Sn Sup&am Tys80(1)sa(U-wc) Ea 1.000 243 644 6064 in Bridge Mnt Clearance Sgn Assm(Ty N) Ea 1.000 244 644 6066 in Sm Rd Sn Sup&am (Rail Mount) Ea 23.000 245 644 6068 Relocate Sm Rd Sn Sup&am Ty 10bwg Ea 9.000 246 644 6076 Remove Sm Rd Sn Sup&am Ea 49.000 247 644 6077 Remove Brdg Mnt Clearance Sign Assm Ea 1.000 248 647 6001 Install Lrss (Struct Steel) Lb 1,749.000 249 647 6002 Relocate Lrsa Ea 2.000 250 647 6003 Remove Lrsa Ea 13.000 251 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 2.000 252 650 6045 Ins Oh Sn Sup(40 Ft Cant) Ea 2.000 253 650 6056 Ins Oh Sn Sup(45 Ft Brdg)(Span Only) Ea 1.000 254 650 6071 Ins Oh Sn Sup(60 Ft Brdg)(Span Only) Ea 1.000 255 650 6074 Ins Oh Sn Sup(65 Ft Brdg) Ea 1.000 256 650 6079 Ins Oh Sn Sup(70 Ft Brdg) Ea 2.000 257 650 6081 Ins Oh Sn Sup(70 Ft Brdg)(Span Only) Ea 2.000 258 650 6114 Ins Oh Sn Sup(105 Ft Brdg) Ea 1.000 259 650 6126 Ins Oh Sn Sup(115 Ft Brdg)(Span Only) Ea 2.000 260 650 6129 Ins Oh Sn Sup(120 Ft Brdg) Ea 1.000 261 650 6139 Ins Oh Sn Sup(130 Ft Brdg) Ea 1.000 262 650 6149 Ins Oh Sn Sup(140 Ft Brdg) Ea 1.000 263 650 6204 Remove Overhd Sign Sup Ea 6.000 264 650 6205 Remove Overhd Sign Sup (Sign Only) Ea 3.000 265 658 6036 Instl Del Assm (D-dw)sz 1(Flx)gnd Ea 8.000 266 658 6048 Instl Om Assm (Om-2z)(Flx)gnd Ea 39.000 267 658 6069 Instl Del Assm (D-sw)sz (Brf)ctb (Br) Ea 97.000 268 658 6070 Instl Del Assm (D-sy)sz (Brf)ctb (Br) Ea 160.000 269 662 6052 Wk Zn Pav Mrk Remov (Refl) Ty Ii-c-r Ea 2,453.000 270 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 21,978.000 271 662 6061 Wk Zn Pav Mrk Remov (W)4"(Dot) Lf 2,627.000 272 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 152,049.000 273 662 6064 Wk Zn Pav Mrk Remov (W)6"(Brk) Lf 2,180.000 274 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 22,845.000 275 662 6080 Wk Zn Pav Mrk Remov (W)(Arrow) Ea 11.000 276 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 134,969.000 277 662 6109 Wk Zn Pav Mrk Sht Term (Tab)ty W Ea 3,404.000 278 666 6006 Refl Pav Mrk Ty I (W)4"(Dot)(100mil) Lf 192.000 279 666 6033 Refl Pav Mrk Ty I (W)8"(Lndp)(100mil) Lf 742.000 280 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 20,375.000 281 666 6039 Refl Pav Mrk Ty I (W)12"(Lndp)(100mil) Lf 238.000 282 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 3,748.000 283 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 657.000 284 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 34.000 285 666 6057 Refl Pav Mrk Ty I(W)(Dbl Arrow)(100mil) Ea 8.000 286 666 6075 Refl Pav Mrk Ty I (W)(Number)(100mil) Ea 5.000 287 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 32.000 288 666 6147 Refl Pav Mrk Ty I (Y)24"(Sld)(100mil) Lf 1,765.000 289 666 6224 Pavement Sealer 4" Lf 5,417.000 290 666 6225 Pavement Sealer 6" Lf 90,421.000 291 666 6226 Pavement Sealer 8" Lf 9,307.000 292 666 6228 Pavement Sealer 12" Lf 2,120.000 293 666 6230 Pavement Sealer 24" Lf 1,915.000 294 666 6231 Pavement Sealer (Arrow) Ea 6.000 295 666 6232 Pavement Sealer (Word) Ea 6.000 296 666 6234 Pavement Sealer (Dbl Arrow) Ea 3.000 297 666 6300 Re Pm W/ret Req Ty I (W)4"(Brk)(100mil) Lf 7,943.000 298 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 1,345.000 299 666 6306 Re Pm W/ret Req Ty I (W)6"(Brk)(100mil) Lf 14,760.000 300 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 3,122.000 301 666 6343 Ref Prof Pav Mrk Ty I(W)6"(Sld)(100mil) Lf 68,259.000 302 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 5,780.000 303 666 6347 Ref Prof Pav Mrk Ty I(Y)6"(Sld)(100mil) Lf 70,000.000 304 672 6008 Refl Pav Mrkr Ty I-r Ea 56.000 305 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 2,645.000 306 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 88,627.000 307 677 6002 Elim Ext Pav Mrk & Mrks (6") Lf 3,640.000 308 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 6,266.000 309 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 522.000 310 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 5.000 311 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 4.000 312 678 6001 Pav Surf Prep for Mrk (4") Lf 5,417.000 313 678 6002 Pav Surf Prep for Mrk (6") Lf 91,440.000 314 678 6004 Pav Surf Prep for Mrk (8") Lf 9,337.000 315 678 6006 Pav Surf Prep for Mrk (12") Lf 1,805.000 316 678 6008 Pav Surf Prep for Mrk (24") Lf 1,952.000 317 678 6009 Pav Surf Prep for Mrk (Arrow) Ea 6.000 318 678 6010 Pav Surf Prep for Mrk (Dbl Arrow) Ea 6.000 319 678 6016 Pav Surf Prep for Mrk (Word) Ea 3.000 320 680 6002 Install Hwy Trf Sig (Isolated) Ea 1.000 321 680 6004 Removing Traffic Signals Ea 1.000 322 682 6001 Veh Sig Sec (12")led(Grn) Ea 12.000 323 682 6002 Veh Sig Sec (12")led(Grn Arw) Ea 7.000 324 682 6003 Veh Sig Sec (12")led(Yel) Ea 12.000 325 682 6004 Veh Sig Sec (12")led(Yel Arw) Ea 8.000 326 682 6005 Veh Sig Sec (12")led(Red) Ea 12.000 327 682 6006 Veh Sig Sec (12")led(Red Arw) Ea 4.000 328 682 6018 Ped Sig Sec (Led)(Countdown) Ea 12.000 329 682 6049 Backplate W/refl Brdr(4 Sec) Ea 3.000 330 682 6050 Backplate W/refl Brdr(5 Sec) Ea 2.000 331 682 6060 Backplate W/refl Brdr(3 Sec) Ea 11.000 332 684 6009 Trf Sig Cbl (Ty a)(12 Awg)(4 Condr) Lf 4,455.000 333 684 6012 Trf Sig Cbl (Ty a)(12 Awg)(7 Condr) Lf 4,894.000 334 684 6080 Trf Sig Cbl (Ty C)(14 Awg)(2 Condr) Lf 4,455.000 335 685 6001 Install Rdsd Flash Beacon Assembly Ea 4.000 336 686 6049 Ins Trf Sig Pl Am(S)1 Arm(48') Ea 1.000 337 687 6001 Ped Pole Assembly Ea 2.000 338 688 6001 Ped Detect Push Button (Aps) Ea 12.000 339 688 6003 Ped Detector Controller Unit Ea 1.000 340 730 6106 Strip Mowing Cyc 6.000 341 734 6002 Litter Removal Cyc 6.000 342 3076 6001 D-gr Hma Ty-b Pg64-22 Ton 42,445.000 343 3077 6021 Sp Mixes Sp-c Pg70-22 Ton 1,706.000 344 3077 6033 Sp Mixes Sp-c Sac-a Pg76-22 Ton 8,967.000 345 3077 6034 Sp Mixes Sp-c Sac-b Pg76-22 Ton 8,330.000 346 3085 6001 Underseal Course Gal 21,717.000 347 3086 6001 Soil Dens.and Raising Conc.slabs(Hdpf) Lb 117,184.000 348 4021 6001 Tip Testing(Drill Shaft) Ea 90.000 349 4171 6001 Install Bridge Identification Numbers Ea 11.000 350 5001 6002 Geogrid Base Reinforcement (Ty Ii) Sy 50,498.000 351 6001 6002 Portable Changeable Message Sign Ea 13.000 352 6007 6011 Fiber Optic Cbl (Sngle-mode)(12 Fiber) Lf 390.000 353 6007 6017 Fiber Optic Cbl (Sngle-mode)(144 Fiber) Lf 16,905.000 354 6007 6021 Fiber Optic Splice Enclosure Ea 4.000 355 6007 6023 Fiber Optic Patch Panel (12 Position) Ea 4.000 356 6007 6027 Fiber Optic Patch Panel (144 Position) Ea 1.000 357 6008 6043 Its Grnd Mnt Cab (Ty 6) (Conf 2) Ea 1.000 358 6010 6002 Cctv Field Equipment (Digital) Ea 3.000 359 6027 6003 Conduit (Prepare) Lf 555.000 360 6027 6007 Manhole (Prepare) Ea 3.000 361 6039 6001 Relocate Existing Overhead Signs Ea 8.000 362 6062 6018 Its Radio (Sngl)(5 Ghz)-i-u Ea 3.000 363 6064 6045 Its Pole (50 Ft)(Rem) Ea 1.000 364 6064 6055 Its Pole (60 Ft)(90 Mph) Ea 2.000 365 6064 6060 Its Pole (60 Ft)(130 Mph)(W/stiff) Ea 1.000 366 6064 6080 Its Pole Mnt Cab (Ty 2)(Conf 1) Ea 3.000 367 6096 6002 Ins Led Ww Sgn W/basic Sol Pwr Kit Ea 8.000 368 6123 6001 Ethernet Switch (Install Only) Ea 4.000 369 6125 6001 Terminal Server (Install Only) Ea 2.000 370 6146 6001 Installation of Bluetooth Reader Ea 2.000 371 6156 6003 Led Hi Mst Il Asm (6 Fixt) (Asym)(Ty B) Ea 7.000 372 6185 6002 Tma (Stationary) Day 2,340.000 373 6185 6005 Tma (Mobile Operation) Day 156.000 374 6186 6002 Its Gnd Box(Pcast) Ty 1 (243636)w/aprn Ea 33.000 375 6186 6010 Its Gnd Box(Pcast) Ty 2 (366048)w/aprn Ea 4.000 376 6292 6001 Rvds(Presence Detection Only) Ea 6.000 377 6292 6003 Rvds(Presence and Advance Det) Ea 2.000 378 6304 6001 Its Rvsd (Data Collect Only) Sys Ea 2.000 379 7113 6001 Temporary Water Main Ls 1.000 380 7186 6003 Ngp (Main) (6" Plastic W/tw) (Open Cut) Lf 280.000 381 7186 6007 Ngp Adjust Gas Facility Access Cover Ea 10.000 382 7186 6021 Ngp (Grout Abandoned Main)(4") Lf 670.000 383 7186 6022 Ngp (Grout Abandoned Main)(6") Lf 25.000 384 7186 6032 Ngp (Boring) (6" Plastic W/tw) Lf 400.000 385 7194 6002 San Swr Precast Manhole (Compl) Ea 3.000 386 7194 6006 Bypass Pumping for Small Dia San Swrs Ls 1.000 387 7194 6010 San Swr Precast Manholes (Extra Depth) Lf 12.220 388 7194 6018 Existing Manhole Adjustments Ea 2.000 389 7194 6034 Grout Abandonment Sewer Main (8") Lf 83.000 390 7196 6001 Trench Excavation Protection Lf 8,417.000 391 7196 6002 Ductile Iron Fittings Ton 21.280 392 7196 6003 Hydrostatic Pressure Test Ea 12.000 393 7196 6004 Temporary Blow-off(Complete)(2") Ea 11.000 394 7196 6006 Pipe Water Main (Pvc)(8") Lf 293.000 395 7196 6009 Tie-in (Complete)(8") Ea 1.000 396 7196 6011 Adjust Valve Box Ea 1.000 397 7196 6019 Relay Short Service (3/4") Ea 2.000 398 7196 6022 Relay Short Service (2") Ea 1.000 399 7196 6030 Gate Valve & Box (Complete)(16") Ea 2.000 400 7196 6031 New Meter Box Ea 3.000 401 7196 6032 Fire Hydrant Assembly Ea 13.000 402 7196 6034 Tie-in (Complete)(12") Ea 10.000 403 7196 6039 Pipe Water Main (Pvc) (12") Lf 1,613.000 404 7196 6040 Gate Valve and Box (Complete) (12") Ea 13.000 405 7196 6041 Reloc Exist Meter and Exist Meter Box Ea 1.000 406 7196 6042 Relocate Fire Hydrant Ea 2.000 407 7196 6044 Water Service Line Breaks Leak Repair Ea 2.000 408 7196 6045 Water Main Breaks Leak Repair Ea 1.000 409 7196 6047 Carrier Pipe (Open Cut) (Pvc) (12") Lf 20.000 410 7196 6048 Grout Abandonment Water Main (12") Lf 1,138.000 411 7196 6059 Air Release Valve (Complete)(2") Ea 6.000 412 7196 6066 Temporary Blow-off (Complete)(4 in) Ea 2.000 413 7196 6073 Pipe Water Main (Pvc) (24") Lf 6,025.000 414 7196 6074 Gate Valve and Box (Complete) (8") Ea 5.000 415 7196 6075 Butterfly Valve and Box (Compl) (24") Ea 12.000 416 7196 6076 Tie-in (Complete) (24") Ea 6.000 417 7196 6077 Carrier Pipe (in Casing) (Pvc) (12") Lf 1,225.000 418 7196 6078 Carrier Pipe (Open Cut) (Pvc) (24") Lf 466.000 419 7196 6079 Steel Casing (24") (Bore) Lf 1,225.000 420 7196 6080 Steel Casing (42") (Open Cut) Lf 466.000 421 7196 6081 Wtr (Jack, Bore, or Tunnel) (24") Lf 1,225.000 422 7196 6082 Grout Abandonment Water Main (24") Lf 5,412.000 423 7196 6084 Cut-in Tee (Complete) (24" X 16") Ea 2.000 424 7196 6085 Split Steel Casing (24") (Open Cut) Lf 20.000 425

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.