Cost 1 202 AHRESTY DRIVE REMOVAL 1 LS 2 202 EXISTING SILO DEMOLISHED AND REMOVED, AS PER PLAN 1 LS 3 203 EXCAVATION (NOT INCLUDING UNDERCUT) 2,372 CY 4 203 EMBANKMENT 3,306 CY 5 204 PROOF ROLLING 10 HRS 6 206 CURING COAT, AS PER PLAN 10,737 SY 7 206 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS 1 LS 8 206 CEMENT STABILIZED SUBGRADE, 12" DEEP 10,737 SY 9 206 CEMENT 348 TON 10 302 6" ASPHALT CONCRETE BASE, PG64-22 1,789 CY *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 1
Cost 11 304 AGGREGATE BASE, 6" 1,789 CY 12 407 TACK COAT FOR INTERMEDIATE COURSE @ 0.05 GAL/SY 537 GAL 13 407 TACK COAT @ 0.075 GAL/SY 805 GAL 14 441 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (446) PG70-22M 447 CY 15 441 1.75" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (446) 521 CY 16 601* ROCK CHANNEL PROTECTION TYPE C WITH FILTER FABRIC 5 CY 17 601 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER FABRIC 1.75 CY 18 602 CONCRETE MASONRY 1.13 CY 19 605 6" BASE PIPE UNDERDRAINS WITH FABRIC WRAP 3,565 FT *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 2
20 605 6" SHALLOW PIPE UNDERDRAINS (CLASS F) WITH FABRIC WRAP 60 FT Cost 21 609 9" CONCRETE TRAFFIC ISLAND 46 SY 22 611 PRECAST REINFORCED CONCRETE OUTLET (FOR UNDERDRAIN) 4 EACH 23 611* 4" CONDUIT, TYPE B 40 FT 24 611* 4" CONDUIT, TYPE E 40 FT 25 611* 4" CONDUIT, TYPE F 40 FT 26 611 12" CONDUIT, TYPE B 142 FT 27 611 15" CONDUIT, TYPE B 93 FT 28 611 18" CONDUIT, TYPE B 221 FT 29 611 24" CONDUIT, TYPE B 82 FT *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 3
Cost 30 611 CATCH BASIN, NO. 2-2B 5 EACH 31 611 CATCH BASIN, NO. 2-5 1 EACH 32 621 RPM 80 EACH 33 623 RIGHT-OF-WAY MONUMENT 12 EACH 34 625 CONDUIT, 6", 725.051 150 FT 35 630 GROUND MOUNTED SUPPORT, NO. 3 POST 111 SF 36 630 STREET NAME SIGN SUPPORT, NO. 3 POST 10 FT 37 630 SIGN, FLAT SHEET 62 FT 38 630 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL 1 EACH *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 4
39 630 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION 2 EACH Cost 40 630 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL 2 EACH 41 644 EDGE LINE, 4" 0.85 MILE 42 644 LANE LINE, 4" 0.04 MILE 43 644 CENTER LINE 0.48 MILE 44 644 CHANNELIZING LINE, 8" 455 FT 45 644 STOP LINE 95 FT 46 644 TRANSVERSE/DIAGONAL LINE 250 FT 47 644 ISLAND MARKING 15 SF 48 644 RAILROAD SYMBOL MARKING 1 EACH *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 5
Cost 49 644 LANE ARROW 10 EACH 50 670 EROSION CONTROL MAT, TYPE A 282 SY 51 611 DRAINAGE STRUCTURE, MISC.: STORM DRAINAGE INFILTRATION TRENCHES 1 LS SUBTOTAL - AIRBORNE TRAFFIC SIGNAL 52 625 CONDUIT, 2", 725.051 30 FT 53 625 CONDUIT, 3", 725.051 5 FT 54 625 CONDUIT, 4", 725.051 10 FT 55 625 TRENCH 40 FT *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 6
56 625 PULLBOX, 725.08, 18" 1 EACH Cost 57 625 PULLBOX, 725.08, 24" 1 EACH 58 625 GROUND ROD 6 EACH 59 630 SIGN HANGER ASSEMBLY, SPAN WIRE, AS PER PLAN 6 EACH 60 630 SIGN SUPPORT ASSEMBLY, POLE MOUNTED 4 EACH 61 630 SIGN, FLAT SHEET 55 SF 62 630 COVERING OF SIGN 30 SF 63 631 SIGN LIGHTING, MISC.: LED BLANKOUT SIGN 2 EACH 64 632 VEHICULAR SIGNAL HEACHD, (LED), 3 SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN 6 EACH 65 632 VEHICULAR SIGNAL HEACHD, (LED), 5 SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN 2 EACH *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 7
Cost 66 632 COVERING OF VEHICULAR SIGNAL HEACHD 8 EACH 67 632 MESSENGER WIRE, 7 STRAND, 3/8" DIAMETER WITH ACCESSORIES 390 FT 68 632 TETHER WIRE, WITH ACCESSORIES 390 FT 69 632 SIGNAL CABLE, 3 CONDUCTOR, NO. 14 AWG 310 FT 70 632 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG 735 FT 71 632 STRAIN POLE FOUNDATION 4 EACH 72 632 POWER CABLE, 2 CONDUCTOR, NO. 6 AWG 60 FT 73 632 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG 45 FT 74 632 SERVICE CABLE, 3 CONDUCTOR, NO. 6 AWG 165 FT *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 8
75 632 POWER SERVICE, AS PER PLAN 1 EACH Cost 76 632 STRAIN POLE, TYPE TC-81.10, DESIGN 6 4 EACH 77 633 CONTROLLER UNIT, TYPE TS/A2, WITH CABINET, TYPE TS1, AS PER PLAN 1 EACH 78 633 CABINET FOUNDATION 1 EACH 79 633 CONTROLLER WORK PAD, AS PER PLAN 1 EACH 80 633 UNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN 1 EACH 81 809 ADVANCE/DILEMMA ZONE DETECTION RADAR, AS PER PLAN 2 EACH 82 809 STOP BAR DETECTION RADAR, AS PER PLAN 2 EACH 83 819 RAILROAD PREEMPTION INTERFACE 1 EACH SUBTOTAL - TRAFFIC SIGNAL *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 9
Cost CUBA ROAD IMPROVEMENTS 84 202 PAVEMENT REMOVED 1,682 SY 85 203 EXCAVATION 3,985 CY 86 203 EMBANKMENT 175 CY 87 204 SUBGRADE COMPACTION 1,682 SY 88 204* EXCAVATION OF SUBGRADE (16" DEEP) 747 CY 89 204* GEOTEXTILE FABRIC 1,682 SY 90 204* GRANULAR MATERIAL, TYPE B (UNDERCUT) 747 CY 91 302 3" ASPHALT CONCRETE BASE, PG64-22 140 CY *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 10
92 304 AGGREGATE BASE, 8" 373 CY Cost 93 407 TACK COAT @ 0.075 GAL/SY 126 GAL 94 441 ASPHLAT CONCRETE, MISC.: ASPHALT DRIVEWAY SECTION 249 SY 95 441 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (446) PG70-22M 70 CY 96 606 GUARDRAIL, TYPE MGS 100 FT 97 606 ANCHOR ASSEMBLY, TYPE E 2 EACH 98 601 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER FABRIC 1.75 CY 99 602 CONCRETE MASONRY 0.71 CY 100 611 12" CONDUIT, TYPE B 66 FT 101 614 MAINTAINING TRAFFIC 1 LS *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 11
Cost 102 615 SPECIAL - TEMPORARY ROADS AND PAVEMENTS - CUBA TEMP DRIVE 1 LS 103 621 RPM 10 EACH 104 630 GROUND MOUNTED SUPPORT, NO. 3 POST 28 FT 105 630 SIGN, FLAT SHEET 18 SF 106 638 VALVE BOX ADJUSTED TO GRADE 2 EACH 107 644 EDGE LINE, 4" 0.27 MILE 108 644 CENTER LINE 0.13 MILE 109 690 SPECIAL - MAILBOX REMOVED AND RESET 1.00 EACH 109A 611 DRAINAGE STRUCTURE, MISC.: TEMPORARY DRIVE CULVERT 1 EACH *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 12
Cost SUBTOTAL - CUBA US 68 & AMERICAN WAY 110 203 EXCAVATION 230 CY 111 203 EMBANKMENT 1,450 CY 112 204 SUBGRADE COMPACTION 2,194 SY 113 204* EXCAVATION OF SUBGRADE (16" DEEP) 975 CY 114 204* GEOTEXTILE FABRIC 2,194 SY 115 204* GRANULAR MATERIAL, TYPE B (UNDERCUT) 975 CY 116 254 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") 4,764 SY 117 302 10" ASPHALT CONCRETE BASE, PG64-22 609 CY *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 13
Cost 118 304 AGGREGATE BASE, 6" 365 CY 119 407 TACK COAT FOR INTERMEDIATE COURSE @ 0.05 GAL/SY 109 GAL 120 407 TACK COAT @ 0.075 GAL/SY 521 GAL 121 441 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (446) PG70-22M 289 CY 122 441 1.75" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (446) 106 CY 123 601 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER FABRIC 1.75 CY 124 602 CONCRETE MASONRY 1.12 CY 125 609 CURB, TYPE 6 50 FT 126 609 CURB & GUTTER, TYPE 2 117 FT *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 14
127 611 30" CONDUIT, TYPE B 63 FT Cost 128 611 CATCH BASIN, NO. 3 2 EACH 129 611 MANHOLE, NO. 3 3 EACH 130 611 MANHOLE, NO. 3, WITH 90" BASE AND 15" WEIR 1 EACH 131 611 DRAINAGE STRUCTURE, MISC.: CATCH BASIN CONVERTED TO MANHOLE 2 EACH 132 DELETED DELETED 133 611 MANHOLE ADJUSTED TO GRADE 4 EACH 134 614 MAINTAINING TRAFFIC 1 LS 135 621 RPM 70 EACH 136 621 RAISED PAVEMENT MARKER, REMOVED 16 EACH *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 15
Cost 137 630 GROUND MOUNTED SUPPORT, NO. 3 POST 77 FT 138 630 SIGN, FLAT SHEET 45 FT 139 630 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL 4 EACH 140 630 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL 3 EACH 141 638 VALVE BOX ADJUSTED TO GRADE 5 EACH 142 644 EDGE LINE, 4" 0.47 MILE 143 644 CENTER LINE 0.34 MILE 144 644 CHANNELIZING LINE, 8" 415 FT 145 644 STOP LINE 65 FT *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 16
146 644 TRANSVERSE/DIAGONAL LINE 250 FT Cost 147 644 LANE ARROW 6 EACH 148 895 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 2 1 LS SUBTOTAL - US 68 & AMERICAN WAY SEEDING & MULCHING 149 659 SOIL ANALYSIS TEST 2 EACH 150 659 TOPSOIL 1,447 CY 151 659 SEEDING AND MULCHING 13,037 SY 152 659 REPAIR SEEDING AND MULCHING 652 SY 153 659 INTER-SEEDING 652 SY *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 17
Cost 154 659 COMMERCIAL FERTILIZER 1.85 TON 155 659 LIME 2.70 ACRE 156 659 WATER 74 M GAL 157 659 MOWING 29.34 M. SQ FT SUBTOTAL - SEEDING & MULHCING *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 18
Cost MISCELLANEOUS 158A 201 CLEARING & GRUBBING, AS PER PLAN 1 LS 158B 619 FIELD OFFICE, TYPE B 6 MTH 159 624 MOBILIZATION 1 LS 159A 100 PREMIUM FOR RAILROAD INSURANCE REQUIREMENTS 1 LS 160 623 CONSTRUCTION LAYOUT STAKES 1 LS 161 832 STORMWATER POLUTION PREVENTION PLAN 1 LS 162 878 INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS 1 LS SUBTOTAL - MISCELLANEOUS PROJECT TOTAL *DENOTES CONTINGENCY ITEM - USE ONLY AT THE DIRECTION OF THE ENGINEER Page 19