Intersection at Cannonsburg - Us-60 (Mp 0.22)

Us-60 (Mp 0.22) Improve Us-60 From i-64 At Interchange 181 To The Ky-180 Intersection At Cannonsburg. (Mp 4.11), a Distance Of 4.34 Miles. Widening 0001 0005 00071 Crushed Aggregate Size No 57 1.00 Ton 0190 0001 0010 00078 Crushed Aggregate Size No 2 90.00 Ton 0200 0001 0015 00440 Entrance Pipe-15 In 288.00 Lf 0210 0001 0020 00441 Entrance Pipe-18 In 467.00 Lf 0220 0001 0025 00443 Entrance Pipe-24 In 213.00 Lf 0230 0001 0030 00445 Entrance Pipe-30 In 49.00 Lf 0240 0001 0035 00462 Culvert Pipe-18 In 621.00 Lf 0250 0001 0040 00464 Culvert Pipe-24 In 1,788.00 Lf 0260 0001 0045 00466 Culvert Pipe-30 In 72.00 Lf 0270 0001 0050 00468 Culvert Pipe-36 In 139.00 Lf 0280 0001 0055 00469 Culvert Pipe-42 In 209.00 Lf 0290 0001 0060 00470 Culvert Pipe-48 In 585.00 Lf 0300 0001 0065 00471 Culvert Pipe-54 In 237.00 Lf 0310 0001 0070 00521 Storm Sewer Pipe-15 In 152.00 Lf 0320 0001 0075 00522 Storm Sewer Pipe-18 In 648.00 Lf 0330 0001 0080 00526 Storm Sewer Pipe-30 In 188.00 Lf 0340 0001 0085 00528 Storm Sewer Pipe-36 In 56.00 Lf 0350 0001 0090 01000 Perforated Pipe-4 In 30.00 Lf 0360 0001 0095 01002 Perforated Pipe-8 In 30.00 Lf 0370 0001 0100 01204 Pipe Culvert Headwall-18 In 16.00 Each 0380 0001 0105 01208 Pipe Culvert Headwall-24 In 10.00 Each 0390 0001 0110 01210 Pipe Culvert Headwall-30 In 4.00 Each 0400 0001 0115 01212 Pipe Culvert Headwall-36 In 5.00 Each 0410 0001 0120 01214 Pipe Culvert Headwall-42 In 4.00 Each 0420 0001 0125 01216 Pipe Culvert Headwall-48 In 1.00 Each 0430 0001 0130 01219 Pipe Culvert Headwall-54 In Equiv 2.00 Each 0440 0001 0135 01310 Remove Pipe 1,935.00 Lf 0450 0001 0140 01433 Sloped Box Outlet Type 1-18 In 1.00 Each 0460 0001 0145 01434 Sloped Box Outlet Type 1-24 In 1.00 Each 0470 0001 0150 01450 s & f Box Inlet-Outlet-18 In 2.00 Each 0480 0001 0155 01451 s & f Box Inlet-Outlet-24 In 4.00 Each 0490 0001 0160 01456 Curb Box Inlet Type a 4.00 Each 0500 0001 0165 01480 Curb Box Inlet Type b 6.00 Each 0510 0001 0170 01490 Drop Box Inlet Type 1 4.00 Each 0520 0001 0175 01511 Drop Box Inlet Type 5d 1.00 Each 0530 0001 0180 01517 Drop Box Inlet Type 5f 2.00 Each 0540 0001 0185 01538 Drop Box Inlet Type 7 1.00 Each 0550 0001 0190 01544 Drop Box Inlet Type 11 1.00 Each 0560 0001 0195 01691 Flume Inlet Type 2 2.00 Each 0570 0001 0200 01761 Manhole Type b 2.00 Each 0580 0001 0205 01767 Manhole Type c 1.00 Each 0590 0001 0210 01786 Fill And Cap Manhole 1.00 Each 0600 0001 0215 01810 Standard Curb And Gutter 2,226.00 Lf 0610 0001 0220 01875 Standard Header Curb 275.00 Lf 0620 0001 0225 01982 Delineator For Guardrail Mono Directional White 316.00 Each 0630 0001 0230 01984 Delineator For Barrier - White 50.00 Each 0640 0001 0235 02010 Adjust Median Box 1.00 Each 0650 0001 0240 02014 Barricade-Type Iii 60.00 Each 0660 0001 0245 02091 Remove Pavement 6,179.00 Sqyd 0670 0001 0250 02157 Paved Ditch Type 1 2,986.00 Sqyd 0680 0001 0255 02159 Temp Ditch 11,140.00 Lf 0690 0001 0260 02160 Clean Temp Ditch 5,570.00 Lf 0700 0001 0265 02200 Roadway Excavation 739,299.00 Cuyd 0710 0001 0270 02203 Structure Excav-Unclassified 51.00 Cuyd 0720 0001 0275 02242 Water 901.00 Mgal 0730 0001 0280 02259 Fence-Temp 550.00 Lf 0740 0001 0285 02273 Fence-4 Ft Chain Link 550.00 Lf 0750 0001 0290 02360 Guardrail Terminal Section No 1 23.00 Each 0760 0001 0295 02367 Guardrail End Treatment Type 1 9.00 Each 0770 0001 0300 02371 Guardrail End Treatment Type 7 3.00 Each 0780 0001 0305 02381 Remove Guardrail 12,756.00 Lf 0790 0001 0310 02391 Guardrail End Treatment Type 4a 22.00 Each 0800 0001 0315 02397 Temp Guardrail 5,913.00 Lf 0810 0001 0320 02404 Septic Tank Treatment 1.00 Each 0820 0001 0325 02429 Right-Of-Way Monument Type 1 100.00 Each 0830 0001 0330 02430 Right-Of-Way Monument Type 1a 5.00 Each 0840 0001 0335 02432 Witness Post 131.00 Each 0850 0001 0340 02479 Cap Manhole 5.00 Sqyd 0860 0001 0345 02483 Channel Lining Class Ii 5,114.00 Ton 0870 0001 0350 02484 Channel Lining Class Iii 4,808.00 Ton 0880 0001 0355 02542 Cement 1.00 Ton 0890 0001 0360 02545 Clearing And Grubbing 1.00 Ls 0900 0001 0365 02555 Concrete-Class b 51.00 Cuyd 0910 0001 0370 02562 Temporary Signs 1,036.00 Sqft 0920 0001 0375 02585 Edge Key 668.00 Lf 0930 0001 0380 02602 Fabric-Geotextile Class 1 2,495.00 Sqyd 0940 0001 0385 02603 Fabric-Geotextile Class 2 4,790.00 Sqyd 0950 0001 0390 02607 Fabric-Geotextile Class 2 For Pipe 20,643.00 Sqyd 0960 0001 0395 02625 Remove Headwall 6.00 Each 0970 0001 0400 02650 Maintain & Control Traffic 1.00 Ls 0980 0001 0405 02651 Diversions (By-Pass Detours) 1.00 Ls 0990 0001 0410 02651 Diversions (By-Pass Detours) 1.00 Ls 1000 0001 0415 02651 Diversions (By-Pass Detours) 1.00 Ls 1010 0001 0420 02655 Crossover 1.00 Ls 1020 0001 0425 02655 Crossover 1.00 Ls 1030 0001 0430 02655 Crossover 1.00 Ls 1040 0001 0435 02655 Crossover 1.00 Ls 1050 0001 0440 02671 Portable Changeable Message Sign 4.00 Each 1060 0001 0445 02676 Mobilization For Mill & Text 1.00 Ls 1070 0001 0450 02677 Asphalt Pave Milling & Texturing 150.00 Ton 1080 0001 0455 02679 Porous Underdrain 19,483.00 Lf 1090 0001 0460 02690 Safeloading 258.00 Cuyd 1100 0001 0465 02692 Settlement Platform 2.00 Each 1110 0001 0470 02696 Shoulder Rumble Strips 44,560.00 Lf 1120 0001 0475 02701 Temp Silt Fence 11,140.00 Lf 1130 0001 0480 02703 Silt Trap Type a 102.00 Each 1140 0001 0485 02704 Silt Trap Type b 102.00 Each 1150 0001 0490 02705 Silt Trap Type c 102.00 Each 1160 0001 0495 02706 Clean Silt Trap Type a 102.00 Each 1170 0001 0500 02707 Clean Silt Trap Type b 102.00 Each 1180 0001 0505 02708 Clean Silt Trap Type c 102.00 Each 1190 0001 0510 02711 Sedimentation Basin 562.00 Cuyd 1200 0001 0515 02712 Clean Sedimentation Basin 562.00 Cuyd 1210 0001 0520 02726 Staking 1.00 Ls 1220 0001 0525 02731 Remove Structure 1.00 Ls 1230 0001 0530 02731 Remove Structure 1.00 Ls 1240 0001 0535 02731 Remove Structure 1.00 Ls 1250 0001 0540 02731 Remove Structure 1.00 Ls 1260 0001 0545 02731 Remove Structure 1.00 Ls 1270 0001 0550 02775 Arrow Panel 4.00 Each 1280 0001 0555 03171 Concrete Barrier Wall Type 9t 2,480.00 Lf 1290 0001 0560 05950 Erosion Control Blanket 31,510.00 Sqyd 1300 0001 0565 05952 Temp Mulch 364,610.00 Sqyd 1310 0001 0570 05953 Temp Seeding And Protection 273,460.00 Sqyd 1320 0001 0575 05963 Initial Fertilizer 9.00 Ton 1330 0001 0580 05964 Maintenance Fertilizer 15.00 Ton 1340 0001 0585 05985 Seeding And Protection 377,520.00 Sqyd 1350 0001 0590 05992 Agricultural Limestone 234.00 Ton 1360 0001 0595 06401 Flexible Delineator Post-m/w 375.00 Each 1370 0001 0600 06404 Flexible Delineator Post-m/y 17.00 Each 1380 0001 0605 06510 Pave Striping-Temp Paint-4 In 442,616.00 Lf 1390 0001 0610 06542 Pave Striping-Thermo-6 In w 56,026.00 Lf 1400 0001 0615 06543 Pave Striping-Thermo-6 In y 61,918.00 Lf 1410 0001 0620 06544 Pave Striping-Thermo-8 In w 896.00 Lf 1420 0001 0625 06568 Pave Marking-Thermo Stop Bar-24in 635.00 Lf 1430 0001 0630 06569 Pave Marking-Thermo Cross-Hatch 1,206.00 Sqft 1440 0001 0635 06574 Pave Marking-Thermo Curv Arrow 39.00 Each 1450 0001 0640 06576 Pave Marking-Thermo Only 2.00 Each 1460 0001 0645 06600 Remove Pavement Marker Type v 17.00 Each 1470 0001 0650 06610 Inlaid Pavement Marker-Mw 194.00 Each 1480 0001 0655 06612 Inlaid Pavement Marker-By 603.00 Each 1490 0001 0660 06613 Inlaid Pavement Marker-b w/r 52.00 Each 1500 0001 0665 08100 Concrete-Class a 141.00 Cuyd 1510 0001 0670 08150 Steel Reinforcement 436.00 Lb 1520 0001 0675 08903 Crash Cushion Ty Vi Class Bt Tl3 2.00 Each 1530 0001 0680 10020ns Fuel Adjustment 365,553.00 Doll 1540 0001 0685 10030ns Asphalt Adjustment 217,745.00 Doll 1550 0001 0690 20191ed Object Marker Ty 3 31.00 Each 1560 0001 0695 20411ed Law Enforcement Officer 1,000.00 Hour 1570 0001 0700 20465ec Clean Culvert 1.00 Ls 1580 0001 0705 20597ec Ditch Excavation 359.00 Cuyd 1590 0001 0710 20667ed Pneumatic Backstowing 120.00 Ton 1600 0001 0715 21802en g/r Steel w Beam-s Face (7 Ft Post) 16,625.00 Lf 1610 0001 0720 22581en Entrance Pipe-36 In 55.00 Lf 1620 0001 0725 22664en Water Blasting Existing Stripe 331,962.00 Lf 1630 0001 0730 22883en Concrete Wedge Curb 290.00 Lf 1640 0001 0735 23124en Bore And Jack Pipe-48 In 150.00 Lf 1650 0001 0740 24540 r/w Monument Type 3 29.00 Each 1660 0001 0745 24561en Entrance Pipe-42 In 82.00 Ft 1670 0001 0750 24631ec Barcode Sign Inventory 5.00 Each 1680 0001 0755 24663ed Witness r/w Monument Type 4 2.00 Each 1690 0001 0760 24683ed Pave Marking-Thermo Dotted Lane Exten 853.00 Lf 1700 0001 0765 24805ed Object Marker Type 4 6.00 Each 1710 0001 0770 24814ec Pipeline Inspection 4,299.00 Lf 1720 0001 0775 25078ed Thrie Beam Guardrail Transition Tl-3 300.00 Each 1730 0001 0780 25118ec Remove And Replace Brick Sign 3.00 Each 1740 0002 0785 00001 Dga Base 121,028.00 Ton 0010 0002 0790 00008 Cement Stabilized Roadbed 141,173.00 Sqyd 0020 0002 0795 00078 Crushed Aggregate Size No 2 11,268.00 Ton 0030 0002 0800 00100 Asphalt Seal Aggregate 639.00 Ton 0040 0002 0805 00103 Asphalt Seal Coat 77.00 Ton 0050 0002 0810 00212 Cl2 Asph Base 1.00d Pg64-22 11,071.00 Ton 0060 0002 0815 00214 Cl3 Asph Base 1.00d Pg64-22 62,475.00 Ton 0070 0002 0820 00301 Cl2 Asph Surf 0.38d Pg64-22 4,115.00 Ton 0080 0002 0825 00356 Asphalt Material For Tack 116.00 Ton 0090 0002 0830 00358 Asphalt Curing Seal 142.00 Ton 0100 0002 0835 00388 Cl3 Asph Surf 0.38b Pg64-22 12,722.00 Ton 0110 0002 0840 02069 Jpc Pavement-10 In 2,348.00 Sqyd 0120 0002 0845 02081 Jpc Pavement-8 In Shld 85.00 Sqyd 0130 0002 0850 02083 Jpc Pavement-10 In Shld 700.00 Sqyd 0140 0002 0855 02084 Jpc Pavement-8 In 3,564.00 Sqyd 0150 0002 0860 02542 Cement 3,106.00 Ton 0160 0002 0865 02602 Fabric-Geotextile Class 1 32,330.00 Sqyd 0170 0002 0870 02702 Sand For Blotter 353.00 Ton 0180 0003 0875 02231 Structure Granular Backfill 271.00 Cuyd 1750 0003 0880 02692 Settlement Platform 1.00 Each 1760 0003 0885 03299 Armored Edge For Concrete 116.00 Lf 1770 0003 0890 08003 Foundation Preparation 1.00 Ls 1780 0003 0895 08019 Cyclopean Stone Rip Rap 317.00 Ton 1790 0003 0900 08020 Crushed Aggregate Slope Prot 82.00 Ton 1800 0003 0905 08033 Test Piles 136.00 Lf 1810 0003 0910 08039 Pre-Drilling For Piles 220.00 Lf 1820 0003 0915 08051 Piles-Steel Hp14x89 1,909.00 Lf 1830 0003 0920 08095 Pile Points-14 In 84.00 Each 1840 0003 0925 08100 Concrete-Class a 313.30 Cuyd 1850 0003 0930 08104 Concrete-Class Aa 323.30 Cuyd 1860 0003 0935 08150 Steel Reinforcement 49,076.00 Lb 1870 0003 0940 08151 Steel Reinforcement-Epoxy Coated 95,093.00 Lb 1880 0003 0945 08633 Precast Pc i Beam Type 3 1,049.00 Lf 1890 0003 0950 23378ec Concrete Sealing 19,662.00 Sqft 1900 0003 0955 25028ed Rail System Single Slope - 40 In 358.00 Lf 1910 0004 0960 02231 Structure Granular Backfill 248.00 Cuyd 1920 0004 0965 03299 Armored Edge For Concrete 110.00 Lf 1930 0004 0970 08003 Foundation Preparation 1.00 Ls 1940 0004 0975 08019 Cyclopean Stone Rip Rap 834.00 Ton 1950 0004 0980 08020 Crushed Aggregate Slope Prot 54.00 Ton 1960 0004 0985 08033 Test Piles 111.00 Lf 1970 0004 0990 08039 Pre-Drilling For Piles 270.00 Lf 1980 0004 0995 08051 Piles-Steel Hp14x89 1,172.00 Lf 1990 0004 1000 08095 Pile Points-14 In 84.00 Each 2000 0004 1005 08100 Concrete-Class a 300.80 Cuyd 2010 0004 1010 08104 Concrete-Class Aa 324.10 Cuyd 2020 0004 1015 08150 Steel Reinforcement 46,925.00 Lb 2030 0004 1020 08151 Steel Reinforcement-Epoxy Coated 100,766.00 Lb 2040 0004 1025 08633 Precast Pc i Beam Type 3 1,079.00 Lf 2050 0004 1030 23378ec Concrete Sealing 19,838.00 Sqft 2060 0004 1035 25028ed Rail System Single Slope - 40 In 368.00 Lf 2070 0005 1040 02231 Structure Granular Backfill 345.00 Cuyd 2080 0005 1045 03299 Armored Edge For Concrete 64.00 Lf 2090 0005 1050 08003 Foundation Preparation 1.00 Ls 2100 0005 1055 08019 Cyclopean Stone Rip Rap 235.00 Ton 2110 0005 1060 08033 Test Piles 95.00 Lf 2120 0005 1065 08039 Pre-Drilling For Piles 48.00 Lf 2130 0005 1070 08051 Piles-Steel Hp14x89 764.00 Lf 2140 0005 1075 08095 Pile Points-14 In 20.00 Each 2150 0005 1080 08100 Concrete-Class a 125.10 Cuyd 2160 0005 1085 08104 Concrete-Class Aa 125.30 Cuyd 2170 0005 1090 08150 Steel Reinforcement 5,918.00 Lb 2180 0005 1095 08151 Steel Reinforcement-Epoxy Coated 29,708.00 Lb 2190 0005 1100 08633 Precast Pc i Beam Type 3 304.00 Lf 2200 0005 1105 23378ec Concrete Sealing 6,330.00 Sqft 2210 0005 1110 25028ed Rail System Single Slope - 40 In 156.00 Lf 2220 0006 1115 02231 Structure Granular Backfill 349.00 Cuyd 2230 0006 1120 02692 Settlement Platform 1.00 Each 2240 0006 1125 03299 Armored Edge For Concrete 119.00 Lf 2250 0006 1130 08002 Structure Excav-Solid Rock 199.00 Cuyd 2260 0006 1135 08003 Foundation Preparation 1.00 Ls 2270 0006 1140 08020 Crushed Aggregate Slope Prot 419.00 Ton 2280 0006 1145 08033 Test Piles 139.00 Lf 2290 0006 1150 08039 Pre-Drilling For Piles 1,883.00 Lf 2300 0006 1155 08051 Piles-Steel Hp14x89 2,581.00 Lf 2310 0006 1160 08095 Pile Points-14 In 102.00 Each 2320 0006 1165 08100 Concrete-Class a 565.50 Cuyd 2330 0006 1170 08104 Concrete-Class Aa 802.70 Cuyd 2340 0006 1175 08150 Steel Reinforcement 100,531.00 Lb 2350 0006 1180 08151 Steel Reinforcement-Epoxy Coated 220,755.00 Lb 2360 0006 1185 08635 Precast Pc i Beam Type 6 2,413.90 Lf 2370 0006 1190 23378ec Concrete Sealing 44,114.00 Sqft 2380 0006 1195 23964ec Protective Fence 788.00 Lf 2390 0006 1200 25028ed Rail System Single Slope - 40 In 816.00 Lf 2400 0007 1205 02403 Remove Concrete Masonry 19.00 Cuyd 2410 0007 1210 08003 Foundation Preparation 1.00 Ls 2420 0007 1215 08100 Concrete-Class a 41.70 Cuyd 2430 0007 1220 08150 Steel Reinforcement 3,664.00 Lb 2440 0008 1225 02483 Channel Lining Class Ii 11.00 Ton 2450 0008 1230 08003 Foundation Preparation 1.00 Ls 2460 0008 1235 08100 Concrete-Class a 80.60 Cuyd 2470 0008 1240 08150 Steel Reinforcement 7,010.00 Lb 2480 0009 1245 02483 Channel Lining Class Ii 27.00 Ton 2490 0009 1250 08003 Foundation Preparation 1.00 Ls 2500 0009 1255 08100 Concrete-Class a 70.80 Cuyd 2510 0009 1260 08150 Steel Reinforcement 6,483.00 Lb 2520 0010 1265 02403 Remove Concrete Masonry 28.00 Cuyd 2530 0010 1270 02483 Channel Lining Class Ii 32.00 Ton 2540 0010 1275 08003 Foundation Preparation 1.00 Ls 2550 0010 1280 08100 Concrete-Class a 65.00 Cuyd 2560 0010 1285 08150 Steel Reinforcement 5,426.00 Lb 2570 0011 1290 02403 Remove Concrete Masonry 8.00 Cuyd 2580 0011 1295 02483 Channel Lining Class Ii 16.00 Ton 2590 0011 1300 08003 Foundation Preparation 1.00 Ls 2600 0011 1305 08100 Concrete-Class a 44.00 Cuyd 2610 0011 1310 08150 Steel Reinforcement 3,239.00 Lb 2620 0012 1315 02483 Channel Lining Class Ii 21.00 Ton 2630 0012 1320 08003 Foundation Preparation 1.00 Ls 2640 0012 1325 08100 Concrete-Class a 126.20 Cuyd 2650 0012 1330 08150 Steel Reinforcement 13,055.00 Lb 2660 0013 1335 04701 Pole 40 Ft Mtg Ht 4.00 Each 3040 0013 1340 04724 Bracket 12 Ft 1.00 Each 3050 0013 1345 04725 Bracket 15 Ft 3.00 Each 3060 0013 1350 04740 Pole Base 4.00 Each 3070 0013 1355 04750 Transformer Base 4.00 Each 3080 0013 1360 04761 Lighting Control Equipment 1.00 Each 3090 0013 1365 04780 Fused Connector Kit 8.00 Each 3100 0013 1370 04795 Conduit-2 In 500.00 Lf 3110 0013 1375 04820 Trenching And Backfilling 200.00 Lf 3120 0013 1380 04832 Wire-No. 12 850.00 Lf 3130 0013 1385 20391ns835 Electrical Junction Box Type a 6.00 Each 3140 0013 1390 21543en Bore And Jack Conduit 500.00 Lf 3150 0013 1395 23778ec Wire-No. 10 2,500.00 Lf 3160 0013 1400 24589ed Led Luminaire 4.00 Each 3170 0013 1405 24900ec Pvc Conduit-1 1/4 In-Schedule 80 200.00 Lf 3180 0014 1410 04820 Trenching And Backfilling 80.00 Lf 2910 0014 1415 04844 Cable-No. 14/5c 2,000.00 Lf 2920 0014 1420 04886 Messenger-15400 Lb 750.00 Lf 2930 0014 1425 04932 Install Steel Strain Pole 4.00 Each 2940 0014 1430 04953 Temp Relocation Of Signal Head 26.00 Each 2950 0014 1435 20188ns835 Install Led Signal-3 Section 13.00 Each 2960 0014 1440 20390ns835 Install Coordinating Unit 1.00 Each 2970 0014 1445 23157en Traffic Signal Pole Base 20.00 Cuyd 2980 0014 1450 24901ec Pvc Conduit-2 In-Schedule 80 80.00 Lf 2990 0014 1455 24908ec Install Signal Controller-Ty Atc 1.00 Each 3000 0014 1460 24955ed Remove Signal Equipment 1.00 Each 3010 0014 1465 26119ec Install Radar Presence Detector Type a 4.00 Each 3020 0014 1470 26120ec Install Radar Advance Detector Type b 2.00 Each 3030 0015 1475 14000 w Air Release Valve 1 Inch 6.00 Each 3190 0015 1480 14004 w Directional Bore 2,954.00 Lf 3200 0015 1485 14006 w Encasement Steel Bored Range 1 388.00 Lf 3210 0015 1490 14008 w Encasement Steel Bored Range 3 1,005.00 Lf 3220 0015 1495 14009 w Encasement Steel Bored Range 4 297.00 Lf 3230 0015 1500 14010 w Encasement Steel Bored Range 5 1,226.00 Lf 3240 0015 1505 14012 w Encasement Steel Open Cut Range 1 188.00 Lf 3250 0015 1510 14014 w Encasement Steel Open Cut Range 3 78.00 Lf 3260 0015 1515 14016 w Encasement Steel Open Cut Range 5 564.00 Lf 3270 0015 1520 14019 w Fire Hydrant Assembly 13.00 Each 3280 0015 1525 14021 w Fire Hydrant Remove 8.00 Each 3290 0015 1530 14022 w Flush Hydrant Assembly 3.00 Each 3300 0015 1535 14028 w Meter 3/4 Inch 2.00 Each 3310 0015 1540 14030 w Meter Relocate 17.00 Each 3320 0015 1545 14031 w Meter Vault 1.00 Each 3330 0015 1550 14034 w Pipe Ductile Iron 03 Inch 596.00 Lf 3340 0015 1555 14036 w Pipe Ductile Iron 06 Inch 746.00 Lf 3350 0015 1560 14039 w Pipe Ductile Iron 12 Inch 1,742.00 Lf 3360 0015 1565 14056 w Pipe Pvc 02 Inch 1,483.00 Lf 3370 0015 1570 14057 w Pipe Pvc 03 Inch 2,097.00 Lf 3380 0015 1575 14059 w Pipe Pvc 06 Inch 3,274.00 Lf 3390 0015 1580 14060 w Pipe Pvc 08 Inch 1,175.00 Lf 3400 0015 1585 14062 w Pipe Pvc 12 Inch 25,454.00 Lf 3410 0015 1590 14080 w Serv Pe/Plst Long Side 3/4 In 5.00 Each 3420 0015 1595 14084 w Serv Pe/Plst Short Side 2 In 4.00 Each 3430 0015 1600 14085 w Serv Pe/Plst Short Side 3/4 In 23.00 Each 3440 0015 1605 14088 w Structure Removal 2.00 Each 3450 0015 1610 14089 w Tapping Sleeve And Valve Size 1 12.00 Each 3460 0015 1615 14090 w Tapping Sleeve And Valve Size 2 10.00 Each 3470 0015 1620 14092 w Tie-In 03 Inch 4.00 Each 3480 0015 1625 14094 w Tie-In 06 Inch 2.00 Each 3490 0015 1630 14095 w Tie-In 08 Inch 1.00 Each 3500 0015 1635 14096 w Tie-In 10 Inch 1.00 Each 3510 0015 1640 14097 w Tie-In 12 Inch 2.00 Each 3520 0015 1645 14105 w Valve 06 Inch 6.00 Each 3530 0015 1650 14106 w Valve 08 Inch 1.00 Each 3540 0015 1655 14108 w Valve 12 Inch 25.00 Each 3550 0015 1660 14115 w Valve Cut-In 03 Inch 8.00 Each 3560 0015 1665 14117 w Valve Cut-In 06 Inch 7.00 Each 3570 0015 1670 14118 w Valve Cut-In 08 Inch 2.00 Each 3580 0015 1675 14119 w Valve Cut-In 10 Inch 1.00 Each 3590 0015 1680 14120 w Valve Cut-In 12 Inch 9.00 Each 3600 0015 1685 14126 w Encasement Special 191.00 Lf 3610 0015 1690 14126 w Encasement Special 44.00 Lf 3620 0015 1695 14130 w Meter With Prv 3/4 Inch 6.00 Each 3630 0015 1700 14132 w Pressure Reducing Valve 02 Inch 12.00 Each 3640 0015 1705 14133 w Pressure Reducing Valve 03 Inch 4.00 Each 3650 0015 1710 14135 w Pressure Reducing Valve 06 Inch 1.00 Each 3660 0015 1715 14143 w Pressure Reducing Valve Special 19.00 Each 3670 0015 1720 14147 w Serv Copper Long Side 2 In 1.00 Each 3680 0015 1725 14152 w Serv Copper Short Side 3/4 In 13.00 Each 3690 0015 1730 14156 w Meter Remove 17.00 Each 3700 0015 1735 23565ec Articulated Concrete Block System 437.00 Sqft 3710 0016 1740 15000 s Bypass Pumping 2.00 Each 2670 0016 1745 15011 s Directional Bore 962.00 Lf 2680 0016 1750 15014 s Encasement Steel Bored Range 1 84.00 Lf 2690 0016 1755 15016 s Encasement Steel Bored Range 3 660.00 Lf 2700 0016 1760 15017 s Encasement Steel Bored Range 4 285.00 Lf 2710 0016 1765 15023 s Encasement Steel Open Cut Range 4 328.00 Lf 2720 0016 1770 15029 s Force Main Air Rls/Vac Vlv Spcl 3.00 Each 2730 0016 1775 15030 s Force Main Directional Bore 1,516.00 Lf 2740 0016 1780 15057 s Force Main Pvc 02 Inch 174.00 Lf 2750 0016 1785 15059 s Force Main Pvc 04 Inch 893.00 Lf 2760 0016 1790 15060 s Force Main Pvc 06 Inch 4,222.00 Lf 2770 0016 1795 15074 s Force Main Tie-In 06 Inch 6.00 Each 2780 0016 1800 15084 s Force Main Valve Gate 2.00 Each 2790 0016 1805 15090 s Lateral Short Side 06 Inch 40.00 Each 2800 0016 1810 15092 s Manhole 14.00 Each 2810 0016 1815 15093 s Manhole Abandon/Remove 18.00 Each 2820 0016 1820 15094 s Manhole Adjust To Grade 2.00 Each 2830 0016 1825 15096 s Manhole Casting Watertight 1.00 Each 2840 0016 1830 15101 s Manhole With Drop 6.00 Each 2850 0016 1835 15112 s Pipe Pvc 08 Inch 2,033.00 Lf 2860 0016 1840 15119 s Pump Station 1.00 Each 2870 0016 1845 15120 s Special Item 1.00 Each 2880 0016 1850 15122 s Structure Removal 3.00 Each 2890 0016 1855 15136 s Lateral Locate 2.00 Each 2900 0017 1860 02568 Mobilization 1.00 Ls 3740 0017 1865 02569 Demobilization 1.00 Ls 3750 0018 1870 02742 Trainee Payment Reimbursement 1,200.00 Hour 3720 0018 1875 02742 Trainee Payment Reimbursement 1,400.00 Hour 3730

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.