Bridge Repair
Ashtabula County
Bid dateThursday, June 11—
Ashtabula County
Bid form · ODOT
Cost concentration table renders only when the active letting’s own line items are present. The donut above is aggregated from this bid.
As advertised by ODOT — 280 pay items with quantities and units. Contractor unit prices appear here once bids open.
| # | Item | Description | Quantity |
|---|---|---|---|
| 1 | 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 2 | 202E23000 | PAVEMENT REMOVED | 673 SY |
| 3 | 202E34900 | PIPE REMOVED | 51 FT |
| 4 | 202E38000 | GUARDRAIL REMOVED | 1,342 FT |
| 5 | 202E98100 | REMOVAL MISC.: INSPECTION WELL | 1 EACH |
| 6 | 202E98200 | REMOVAL MISC.: CONDUIT | 300 FT |
| 7 | 203E10000 | EXCAVATION | 358 CY |
| 8 | 203E20000 | EMBANKMENT | 172 CY |
| 9 | 203E20001 | EMBANKMENT, AS PER PLAN | 10 CY |
| 10 | 204E10000 | SUBGRADE COMPACTION | 1,208 SY |
| 11 | 204E13000 | EXCAVATION OF SUBGRADE | 20 CY |
| 12 | 204E30010 | GRANULAR MATERIAL, TYPE B | 20 CY |
| 13 | 204E45000 | PROOF ROLLING | 2 HOUR |
| 14 | 204E50000 | GEOTEXTILE FABRIC | 60 SY |
| 15 | 209E15000 | RESHAPING UNDER GUARDRAIL | 15 STA |
| 16 | 209E60200 | LINEAR GRADING | 3 STA |
| 17 | 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,050 FT |
| 18 | 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 6 EACH |
| 19 | 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH |
| 20 | 606E34600 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 8 EACH |
| 21 | 690E91000 | SPECIAL - AS-BUILT CONSTRUCTION PLANS | Lump sum |
| 22 | 690E98400 | SPECIAL - SURVEY CONTROL VERIFICATION | Lump sum |
| 23 | 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | 6 CY |
| 24 | 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 25 | 659E00300 | TOPSOIL | 71 CY |
| # | Item | Description | Quantity |
|---|---|---|---|
| 26 | 659E10000 | SEEDING AND MULCHING | 632 SY |
| 27 | 659E20000 | COMMERCIAL FERTILIZER | 0.09 TON |
| 28 | 659E31000 | LIME | 0.13 ACRE |
| 29 | 659E35000 | WATER | 4 MGAL |
| 30 | 832E30000 | EROSION CONTROL | 18,000 EACH |
| 31 | 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY |
| 32 | 602E20000 | CONCRETE MASONRY | 0.7 CY |
| 33 | 605E31100 | AGGREGATE DRAINS | 340 FT |
| 34 | 611E00900 | 6" CONDUIT, TYPE B | 100 FT |
| 35 | 611E01400 | 6" CONDUIT, TYPE E | 100 FT |
| 36 | 611E01500 | 6" CONDUIT, TYPE F | 100 FT |
| 37 | 611E07900 | 18" CONDUIT, TYPE D | 85 FT |
| 38 | 611E97400 | CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONTINUANCE | 100 FT |
| 39 | 611E97400 | CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONTINUANCE | 100 FT |
| 40 | 611E97400 | CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONTINUANCE | 200 FT |
| 41 | 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 2 EACH |
| 42 | 611E99720 | INSPECTION WELL | 1 EACH |
| 43 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (T=3") | 392 SY |
| 44 | 255E20000 | FULL DEPTH PAVEMENT SAWING | 120 FT |
| 45 | 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 183 CY |
| 46 | 304E20000 | AGGREGATE BASE | 193 CY |
| 47 | 407E13900 | TACK COAT, 702.13 | 17 GAL |
| 48 | 407E20000 | NON-TRACKING TACK COAT | 174 GAL |
| 49 | 408E10000 | PRIME COAT | 20 GAL |
| 50 | 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 123 CY |
| 51 | 617E10101 | COMPACTED AGGREGATE, AS PER PLAN | 3 CY |
| 52 | 626E00110 | BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 27 EACH |
| 53 | 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 66 FT |
| 54 | 630E80100 | SIGN, FLAT SHEET | 12 SF |
| 55 | 630E80100 | SIGN, FLAT SHEET, 730.20 | 4 SF |
| 56 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 8 EACH |
| 57 | 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH |
| 58 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 7 EACH |
| 59 | 642E00104 | EDGE LINE, 6", TYPE 1 | 0.22 MILE |
| 60 | 642E00300 | CENTER LINE, TYPE 1 | 0.11 MILE |
| 61 | 614E12420 | DETOUR SIGNING | Lump sum |
| 62 | 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY |
| 63 | 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT |
| 64 | 616E10000 | WATER | 10 MGAL |
| 65 | 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 66 | 202E22900 | APPROACH SLAB REMOVED | 94 SY |
| 67 | 202E23500 | WEARING COURSE REMOVED | 269 SY |
| 68 | 202E70110 | SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 32 FT |
| 69 | 503E21100 | UNCLASSIFIED EXCAVATION | 40 CY |
| 70 | 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 8,984 LB |
| 71 | 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 152 EACH |
| 72 | 511E31611 | CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 38 CY |
| 73 | 511E50210 | CLASS QC1 CONCRETE, SUBSTRUCTURE | 22 CY |
| 74 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 240 SY |
| 75 | 512E33000 | TYPE 2 WATERPROOFING | 10 SY |
| 76 | 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 200 SY |
| 77 | 515E12030 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-48 (47'-0" O/O) | 8 EACH |
| 78 | 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 24 SF |
| 79 | 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 81 FT |
| 80 | 516E43100 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES (6" X 6" X 2") | 32 EACH |
| 81 | 517E70100 | RAILING (THREE STEEL TUBE BRIDGE RAILING) | 114 FT |
| 82 | 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 16 CY |
| 83 | 518E22300 | SPECIAL - STEEL DRIP STRIP | 114 FT |
| 84 | 526E10000 | REINFORCED CONCRETE APPROACH SLABS (T=12") | 107 SY |
| 85 | 526E90020 | TYPE B INSTALLATION | 36 SY |
| 86 | 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 87 | 202E22900 | APPROACH SLAB REMOVED | 58 SY |
| 88 | 202E23500 | WEARING COURSE REMOVED | 315 SY |
| 89 | 202E70110 | SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 60 FT |
| 90 | 503E21100 | UNCLASSIFIED EXCAVATION | 60 CY |
| 91 | 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 31,965 LB |
| 92 | 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 270 EACH |
| 93 | 511E31611 | CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 168 CY |
| 94 | 511E50210 | CLASS QC1 CONCRETE, SUBSTRUCTURE | 35 CY |
| 95 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 320 SY |
| 96 | 512E33000 | TYPE 2 WATERPROOFING | 60 SY |
| 97 | 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 220 SY |
| 98 | 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 40 SF |
| 99 | 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 100 FT |
| 100 | 516E43100 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES (6" X 12" X 1.5") | 30 EACH |
| 101 | 517E70100 | RAILING (THREE STEEL TUBE BRIDGE RAILING) | 132 FT |
| 102 | 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 17 CY |
| 103 | 518E22300 | SPECIAL - STEEL DRIP STRIP | 137 FT |
| 104 | 526E10000 | REINFORCED CONCRETE APPROACH SLABS (T=12") | 134 SY |
| 105 | 526E90020 | TYPE B INSTALLATION | 52 SY |
| 106 | 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 107 | 202E23000 | PAVEMENT REMOVED | 759 SY |
| 108 | 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 13 FT |
| 109 | 202E38000 | GUARDRAIL REMOVED | 1,601 FT |
| 110 | 202E98100 | REMOVAL MISC.: CONDUIT | 30 EACH |
| 111 | 202E98100 | REMOVAL MISC.: INSPECTION WELL | 3 EACH |
| 112 | 203E10000 | EXCAVATION | 452 CY |
| 113 | 203E20000 | EMBANKMENT | 499 CY |
| 114 | 203E20001 | EMBANKMENT, AS PER PLAN | 9 CY |
| 115 | 204E10000 | SUBGRADE COMPACTION | 682 SY |
| 116 | 606E15050 | GUARDRAIL, TYPE MGS | 1,290 FT |
| 117 | 606E17360 | GUARDRAIL, TYPE MGS, LONG-SPAN | 238 FT |
| 118 | 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 10 EACH |
| 119 | 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH |
| 120 | 690E91000 | SPECIAL - AS-BUILT CONSTRUCTION PLANS | Lump sum |
| 121 | 690E98400 | SPECIAL - SURVEY CONTROL VERIFICATION | Lump sum |
| 122 | 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 9 CY |
| 123 | 659E00300 | TOPSOIL | 167 CY |
| 124 | 659E10000 | SEEDING AND MULCHING | 1,504 SY |
| 125 | 659E20000 | COMMERCIAL FERTILIZER | 0.2 TON |
| 126 | 659E31000 | LIME | 0.3 ACRE |
| 127 | 659E35000 | WATER | 7 MGAL |
| 128 | 832E30000 | EROSION CONTROL | 3,000 EACH |
| 129 | 605E31100 | AGGREGATE DRAINS | 90 FT |
| 130 | 611E00900 | 6" CONDUIT, TYPE B | 90 FT |
| 131 | 611E01400 | 6" CONDUIT, TYPE E | 90 FT |
| 132 | 611E01500 | 6" CONDUIT, TYPE F | 90 FT |
| 133 | 611E04400 | 12" CONDUIT, TYPE B | 8 FT |
| 134 | 611E97400 | CONDUIT, MISC.: TYPE B FOR DRAINAGE DISCHARGE CONTINUANCE | 30 FT |
| 135 | 611E97400 | CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONTINUANCE | 30 FT |
| 136 | 611E97400 | CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONTINUANCE | 30 FT |
| 137 | 611E97400 | CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONTINUANCE | 30 FT |
| 138 | 611E99720 | INSPECTION WELL | 3 EACH |
| 139 | 252E01500 | FULL DEPTH PAVEMENT SAWING | 180 FT |
| 140 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, (T=3") | 958 SY |
| 141 | 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 156 CY |
| 142 | 304E20000 | AGGREGATE BASE | 116 CY |
| 143 | 407E20000 | NON-TRACKING TACK COAT | 179 GAL |
| 144 | 408E10001 | PRIME COAT, AS PER PLAN | 65 GAL |
| 145 | 411E10000 | STABILIZED CRUSHED AGGREGATE, FIELD DRIVES | 8 CY |
| 146 | 441E70100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG70-22M | 159 CY |
| 147 | 617E10100 | COMPACTED AGGREGATE | 7 CY |
| 148 | 621E00100 | RPM | 9 EACH |
| 149 | 621E54000 | RAISED PAVEMENT MARKER REMOVED | 9 EACH |
| 150 | 626E00110 | BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 27 EACH |
| 151 | 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 45 FT |
| 152 | 630E80100 | SIGN, FLAT SHEET, 730.20 | 6 SF |
| 153 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH |
| 154 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 4 EACH |
| 155 | 642E00104 | EDGE LINE, 6", TYPE 1 | 0.2 MILE |
| 156 | 642E00300 | CENTER LINE, TYPE 1 | 0.1 MILE |
| 157 | 202E11002 | STRUCTURE REMOVED, OVER 20 FOOT SPAN | Lump sum |
| 158 | 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 159 | 203E10000 | EXCAVATION | 70 CY |
| 160 | 203E35120 | GRANULAR MATERIAL, TYPE C | 70 CY |
| 161 | 204E50000 | GEOTEXTILE FABRIC | 139 SY |
| 162 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 163 | 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 164 | 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 6,748 LB |
| 165 | 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | 30 CY |
| 166 | 511E46510 | CLASS QC1 CONCRETE, FOOTING | 84 CY |
| 167 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 71 SY |
| 168 | 512E33000 | TYPE 2 WATERPROOFING | 199 SY |
| 169 | 512E33010 | TYPE 3 WATERPROOFING | 104 SY |
| 170 | 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 42 SF |
| 171 | 518E21230 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | Lump sum |
| 172 | 601E32010 | ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FILTER | 44 CY |
| 173 | 611E94945 | 9' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN < 2' OF COVER | 85 FT |
| 174 | 202E11000 | STRUCTURE REMOVED | Lump sum |
| 175 | 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 176 | 203E10000 | EXCAVATION | 49 CY |
| 177 | 203E35120 | GRANULAR MATERIAL, TYPE C (703.16) | 49 CY |
| 178 | 204E50000 | GEOTEXTILE FABRIC | 98 SY |
| 179 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 180 | 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 4,906 LB |
| 181 | 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | 20 CY |
| 182 | 511E46510 | CLASS QC1 CONCRETE, FOOTING | 38 CY |
| 183 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 57 SY |
| 184 | 512E33000 | TYPE 2 WATERPROOFING | 119 SY |
| 185 | 512E33010 | TYPE 3 WATERPROOFING | 86 SY |
| 186 | 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 38 SF |
| 187 | 518E21230 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | Lump sum |
| 188 | 601E32110 | ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (T=30") | 66 CY |
| 189 | 611E95401 | 10' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN < 2' OF COVER | 56 FT |
| 190 | 202E11000 | STRUCTURE REMOVED | Lump sum |
| 191 | 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 192 | 202E75000 | FENCE REMOVED | 172 FT |
| 193 | 203E10000 | EXCAVATION | 60 CY |
| 194 | 203E35120 | GRANULAR MATERIAL, TYPE C (703.16) | 60 CY |
| 195 | 204E50000 | GEOTEXTILE FABRIC | 120 SY |
| 196 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 197 | 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 10,300 LB |
| 198 | 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | 36 CY |
| 199 | 511E46510 | CLASS QC1 CONCRETE, FOOTING | 88 CY |
| 200 | 512E10050 | SEALING OF CONCRETE SURFACES (NON-EPOXY) | 97 SY |
| 201 | 512E33000 | TYPE 2 WATERPROOFING | 121 SY |
| 202 | 512E33010 | TYPE 3 WATERPROOFING | 111 SY |
| 203 | 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 63 SF |
| 204 | 518E21230 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | Lump sum |
| 205 | 601E32110 | ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER (T=30") | 48 CY |
| 206 | 611E96461 | 20' X 10' CONDUIT, TYPE A, 706.05, AS PER PLAN < 2' OF COVER | 42 FT |
| 207 | 614E12420 | DETOUR SIGNING | Lump sum |
| 208 | 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY |
| 209 | 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT |
| 210 | 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 211 | 202E38000 | GUARDRAIL REMOVED | 757 FT |
| 212 | 203E10000 | EXCAVATION | 254 CY |
| 213 | 203E20000 | EMBANKMENT | 4 CY |
| 214 | 204E10000 | SUBGRADE COMPACTION | 513 SY |
| 215 | 204E13000 | EXCAVATION OF SUBGRADE | 5 CY |
| 216 | 204E30010 | GRANULAR MATERIAL, TYPE B | 5 CY |
| 217 | 204E45000 | PROOF ROLLING | 1 HOUR |
| 218 | 204E50000 | GEOTEXTILE FABRIC | 15 SY |
| 219 | 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 550 FT |
| 220 | 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 4 EACH |
| 221 | 606E34600 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH |
| 222 | 690E91000 | SPECIAL - AS-BUILT CONSTRUCTION PLANS | Lump sum |
| 223 | 690E98400 | SPECIAL - SURVEY CONTROL VERIFICATION | Lump sum |
| 224 | 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 225 | 659E00300 | TOPSOIL | 26 CY |
| 226 | 659E10000 | SEEDING AND MULCHING | 229 SY |
| 227 | 659E20000 | COMMERCIAL FERTILIZER | 0.04 TON |
| 228 | 659E31000 | LIME | 0.05 ACRE |
| 229 | 659E35000 | WATER | 2 MGAL |
| 230 | 832E30000 | EROSION CONTROL | 664 EACH |
| 231 | 605E11100 | 6" SHALLOW PIPE UNDERDRAINS | 10 FT |
| 232 | 605E31100 | AGGREGATE DRAINS | 38 FT |
| 233 | 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 10 FT |
| 234 | 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 2 EACH |
| 235 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (T=3'') | 342 SY |
| 236 | 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 64 CY |
| 237 | 304E20000 | AGGREGATE BASE | 86 CY |
| 238 | 407E13900 | TACK COAT, 702.13 | 19 GAL |
| 239 | 407E20000 | NON-TRACKING TACK COAT | 115 GAL |
| 240 | 408E10001 | PRIME COAT, AS PER PLAN | 304 GAL |
| 241 | 441E70100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG70-22M | 70 CY |
| 242 | 617E10100 | COMPACTED AGGREGATE | 12 CY |
| 243 | 617E20000 | SHOULDER PREPARATION | 106 SY |
| 244 | 621E00100 | RPM | 4 EACH |
| 245 | 621E54000 | RAISED PAVEMENT MARKER REMOVED | 4 EACH |
| 246 | 626E00110 | BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 12 EACH |
| 247 | 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 15 FT |
| 248 | 630E80100 | SIGN, FLAT SHEET, 703.20 | 2 SF |
| 249 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 8 EACH |
| 250 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 6 EACH |
| 251 | 642E00104 | EDGE LINE, 6", TYPE 1 | 0.12 MILE |
| 252 | 642E00300 | CENTER LINE, TYPE 1 | 0.06 MILE |
| 253 | 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 254 | 202E22900 | APPROACH SLAB REMOVED | 152 SY |
| 255 | 202E23500 | WEARING COURSE REMOVED | 394 SY |
| 256 | 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 257 | 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 10,314 LB |
| 258 | 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 36 EACH |
| 259 | 511E31610 | CLASS QC2 CONCRETE, SUPERSTRUCTURE | 54 CY |
| 260 | 511E44110 | CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 19 CY |
| 261 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 210 SY |
| 262 | 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 145 SY |
| 263 | 515E12060 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB27-36, (L= 61'-2 7/8") | 2 EACH |
| 264 | 515E12070 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB27-48, (L= 61'-2 7/8") | 7 EACH |
| 265 | 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 20 SF |
| 266 | 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 97 FT |
| 267 | 516E43200 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE), PSBD-1-25 TYPE B2, 9"x14"x2.014" | 36 EACH |
| 268 | 517E70100 | RAILING (THREE STEEL TUBE BRIDGE RAILING) | 151 FT |
| 269 | 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 36 CY |
| 270 | 518E22300 | SPECIAL - STEEL DRIP STRIP | 128 FT |
| 271 | 519E11100 | PATCHING CONCRETE STRUCTURE | 50 SF |
| 272 | 526E10000 | REINFORCED CONCRETE APPROACH SLABS (T=12") | 114 SY |
| 273 | 526E90020 | TYPE B INSTALLATION | 41 SY |
| 274 | 614E12420 | DETOUR SIGNING | Lump sum |
| 275 | 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT |
| 276 | 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 277 | 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 278 | 619E16010 | FIELD OFFICE, TYPE B | 18 MNTH |
| 279 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 280 | 624E10000 | MOBILIZATION General Decision Number: OH20260001 01/02/2026 Superseded General Decision Number: OH20250001 State: Ohio Construction Types: Heavy and Highway Counties: Ohio Statewide. Heavy and Highway Construction Projects Modification Number Publication Date BROH0001-001 06/01/2024 DEFIANCE, FULTON (Excluding Fulton, Amboy & Swan Creek Townships), HENRY (Excluding Monroe, Bartlow, Liberty, Washington, Richfield, Marion, Damascus & Townships & that part of Harrison Township outside corporate limits of city of Napoleon), PAULDING, PUTNAM and WILLIAMS COUNTIES Rates Fringes Bricklayer, Stonemason...........$ 33.39 20.06 ---------------------------------------------------------------- BROH0001-004 06/01/2023 Rates Fringes CEMENT MASON/CONCRETE FINISHER...$ 32.40 19.30 ---------------------------------------------------------------- BROH0003-002 06/01/2024 FULTON (Townships of Amboy, Swan Creek & Fulton), HENRY (Townships of Washington, Damascus, Richfield, Bartlow, Liberty, Harrison, Monroe, & Marion), LUCAS and WOOD (Townships of Perrysburg, Ross, Lake, Troy, Freedom, Montgomery, Webster, Center, Portage, Middleton, Plain, Liberty, Henry, Washington, Weston, Milton, Jackson & Grand Rapids) COUNTIES Rates Fringes Bricklayer, Stonemason...........$ 33.39 20.06 ---------------------------------------------------------------- BROH0005-003 06/01/2020 CUYAHOGA, LORAIN & MEDINA (Hinckley, Granger, Brunswick, Liverpool, Montville, York, Homer, Harrisville, Chatham, Litchfield & Spencer Townships and the city of Medina) Rates Fringes BRICKLAYER BRICKLAYERS; CAULKERS; CLEANERS; POINTERS; & STONEMASONS.................$ 36.64 17.13 SANDBLASTERS................$ 36.39 17.13 SEWER BRICKLAYERS & STACK BUILDERS....................$ 36.64 17.13 SWING SCAFFOLDS.............$ 37.14 17.13 ---------------------------------------------------------------- BROH0006-005 06/01/2024 CARROLL, COLUMBIANA (Knox, Butler, West & Hanover Townships), STARK & TUSCARAWAS Rates Fringes Bricklayer, Stonemason...........$ 33.39 20.06 ---------------------------------------------------------------- BROH0007-002 06/01/2024 LAWRENCE Rates Fringes Bricklayer, Stonemason...........$ 33.39 20.06 ---------------------------------------------------------------- BROH0007-005 06/01/2023 PORTAGE & SUMMIT Rates Fringes BRICKLAYER.......................$ 32.40 19.30 ---------------------------------------------------------------- BROH0007-010 06/01/2024 PORTAGE & SUMMIT Rates Fringes MASON - STONE....................$ 33.39 20.06 ---------------------------------------------------------------- BROH0008-001 06/01/2024 COLUMBIANA (Salem, Perry, Fairfield, Center, Elk Run, Middleton, & Unity Townships and the city of New Waterford), MAHONING & TRUMBULL Rates Fringes BRICKLAYER.......................$ 33.39 20.06 ---------------------------------------------------------------- BROH0009-002 06/01/2024 BELMONT & MONROE COUNTIES and the Townships of Warren & Mt. Pleasant and the Village of Dillonvale in JEFFERSON COUNTY Rates Fringes Bricklayer, Stonemason...........$ 33.39 20.06 Refractory.......................$ 31.45 19.01 ---------------------------------------------------------------- BROH0010-002 06/01/2024 COLUMBIANA (St. Clair, Madison, Wayne, Franklin, Washington, Yellow Creek & Liverpool Townships) & JEFFERSON (Brush Creek & Saline Townships) Rates Fringes Bricklayer, Stonemason...........$ 33.39 20.06 ---------------------------------------------------------------- BROH0014-002 06/01/2024 HARRISON & JEFFERSON (Except Mt. Pleasant, Warren, Brush Creek, Saline & Salineville Townships & the Village of Dillonvale) Rates Fringes Bricklayer, Stonemason...........$ 33.39 20.06 ---------------------------------------------------------------- BROH0016-002 06/01/2023 ASHTABULA, GEAUGA, and LAKE COUNTIES Rates Fringes Bricklayer, Stonemason...........$ 32.40 19.30 | Lump sum |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →