Gea-/Lak CU FY2023
Geauga County · est $2.6M
Bid dateThursday, January 11—
Geauga County · est $2.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 141 more items below.
| Item | Quantity | R1Shook Company LLC | % of bid |
|---|---|---|---|
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $220,000 | 11% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 6 EACH | $29,000 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $150,000 | 7% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,417 SY | $100 | 7% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,000 | 6% |
| 602E15001 BLOCK MASONRY, AS PER PLAN | 20 CY | $5,500 | 5% |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 82.7 CY | $1,300 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 257 CY | $415 | 5% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100,000 | 5% |
| 611E52900 34" X 53" CONDUIT, TYPE A, 706.04 | 111 FT | $875 | 5% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 91 CY | $1,025 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 3,400 FT | $26.00 | 4% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 21 CY | $4,200 | 4% |
| 503E21104 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 863 CY | $97.00 | 4% |
| 611E94936 9' X 4' CONDUIT, TYPE A, 706.05, DESIGN COVER 2.0 | 40 FT | $2,000 | 4% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $70,000 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 89 CY | $750 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 37 CY | $1,800 | 3% |
| 611E07400 18" CONDUIT, TYPE B | 214 FT | $300 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $60,000 | 3% |
| Item | Quantity | R1Shook Company LLC |
|---|---|---|
| 202E20010 HEADWALL REMOVED | 4 EACH | $500 |
| 202E23000 PAVEMENT REMOVED | 1,253 SY | $20.00 |
| 202E32000 CURB REMOVED | 204 FT | $10.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 405 FT | $35.00 |
| 202E38000 GUARDRAIL REMOVED | 1,620 FT | $10.00 |
| 202E58000 MANHOLE REMOVED | 2 EACH | $750 |
| 202E58100 CATCH BASIN REMOVED | 3 EACH | $500 |
| 202E58200 INLET REMOVED | 3 EACH | $500 |
| 202E98100 REMOVAL MISC.: METAL POST | 1 EACH | $50.00 |
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 →
| 202E98100 REMOVAL MISC.:LARGE SANDSTONE BLOCK | 1 EACH | $100 |
| 203E10000 EXCAVATION | 958 CY | $40.00 |
| 203E20000 EMBANKMENT | 846 CY | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 1,406 SY | $5.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 106 CY | $85.00 |
| 204E50000 GEOTEXTILE FABRIC | 127 SY | $10.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,743.75 FT | $30.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 37.5 FT | $35.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $2,000 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 15 EACH | $3,000 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,500 |
| 607E98000 FENCE, MISC.: TEMPORARY ORANGE PLASTIC CONSTRUCTIO | 938 FT | $10.00 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 6 EACH | $500 |
| 601E11000 RIPRAP, TYPE D | 3 SY | $1,000 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 40 CY | $150 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 144 CY | $150 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 22 CY | $200 |
| 659E00100 SOIL ANALYSIS TEST | 8 EACH | $10.00 |
| 659E00300 TOPSOIL | 666 CY | $50.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 5,966 SY | $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 303 SY | $0.30 |
| 659E15000 INTER-SEEDING | 303 SY | $0.30 |
| 659E20000 COMMERCIAL FERTILIZER | 0.87 TON | $500 |
| 659E31000 LIME | 1.27 ACRE | $1.00 |
| 659E35000 WATER | 38 MGAL | $0.10 |
| 670E00700 DITCH EROSION PROTECTION | 419 SY | $5.00 |
| 671E15000 EROSION CONTROL MAT, TYPE A | 215 SY | $5.00 |
| 832E30000 EROSION CONTROL | 43,400 EACH | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 34 SY | $10.00 |
| 836E10030 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 177 SY | $10.00 |
| 602E20000 CONCRETE MASONRY | 10.6 CY | $2,778 |
| 611E00200 4" CONDUIT, TYPE C | 5 FT | $150 |
| 611E04400 12" CONDUIT, TYPE B | 130 FT | $135 |
| 611E04600 12" CONDUIT, TYPE C | 29 FT | $220 |
| 611E04900 12" CONDUIT, TYPE D | 110 FT | $100 |
| 611E05900 15" CONDUIT, TYPE B, 706.02 | 8 FT | $500 |
| 611E05900 15" CONDUIT, TYPE B, 707.33 | 6 FT | $300 |
| 611E06100 15" CONDUIT, TYPE C | 37 FT | $275 |
| 611E06100 15" CONDUIT, TYPE C, 706.02 | 6 FT | $450 |
| 611E06100 15" CONDUIT, TYPE C, 707.33 | 10 FT | $275 |
| 611E07400 18" CONDUIT, TYPE B, 706.02 | 6 FT | $500 |
| 611E08900 21" CONDUIT, TYPE B | 70 FT | $360 |
| 611E10600 24" CONDUIT, TYPE C | 35 FT | $175 |
| 611E10600 24" CONDUIT, TYPE C, 707.33 | 34 FT | $175 |
| 611E19200 42" CONDUIT, TYPE A, 706.02, 707.33, 707.34, 707.3 | 56 FT | $685 |
| 611E98150 CATCH BASIN, NO. 3 | 2 EACH | $3,800 |
| 611E98410 CATCH BASIN, NO. 8 | 1 EACH | $4,000 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $3,000 |
| 611E98510 CATCH BASIN, NO. 2-3 | 1 EACH | $3,500 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 1 EACH | $1,500 |
| 611E98700 INLET, SIDE DITCH | 1 EACH | $3,000 |
| 611E98720 INLET, NO. 2-8 | 1 EACH | $9,000 |
| 611E99574 MANHOLE, NO. 3 | 2 EACH | $8,000 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 1 EACH | $4,000 |
| 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) | 16 CY | $600 |
| 304E20000 AGGREGATE BASE | 201 CY | $175 |
| 407E10000 TACK COAT | 183 GAL | $10.00 |
| 407E20000 NON-TRACKING TACK COAT | 8 GAL | $20.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $525 |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (98 CY | $500 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 24 SY | $200 |
| 452E12050 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 43 SY | $225 |
| 609E10000 ASPHALT CONCRETE CURB, TYPE 1 | 242 FT | $25.00 |
| 609E26000 CURB, TYPE 6 | 51 FT | $50.00 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 18 EACH | $70.00 |
| 621E00100 RPM | 62 EACH | $150 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 62 EACH | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 41 EACH | $12.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 237 FT | $20.00 |
| 630E08600 SIGN POST REFLECTOR | 5 EACH | $75.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 18 EACH | $100 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 17 EACH | $50.00 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 1 EACH | $100 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 1.21 MILE | $4,430 |
| 642E00300 CENTER LINE, TYPE 1 | 1.27 MILE | $4,620 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 577 FT | $1.00 |
| 642E00500 STOP LINE, TYPE 1 | 9 FT | $10.00 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 37 FT | $15.00 |
| 642E01300 LANE ARROW, TYPE 1 | 8 EACH | $76.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 60 CY | $80.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 3,400 FT | $4.00 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $10,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 6 EACH | $3,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 92 EACH | $15.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 92 EACH | $24.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 32 SNMT | $900 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.74 MILE | $8,000 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 2.92 MILE | $5,000 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 388 FT | $3.00 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 238 FT | $5.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 142 FT | $10.00 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 5 EACH | $350 |
| 616E10000 WATER | 160 MGAL | $0.10 |
| 630E97800 SIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, | 300 SF | $15.00 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $10,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $15,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $30,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 27 SY | $50.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $120 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $7,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $30,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $5,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $30,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 207 CY | $78.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,842 LB | $2.50 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 11 CY | $2,250 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 26 CY | $800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 42 SY | $50.00 |
| 512E33000 TYPE 2 WATERPROOFING | 108 SY | $50.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 30 SF | $25.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 5 CY | $120 |
| 203E10000 EXCAVATION (CULVERT BOTTOM) | 5 CY | $100 |
| 204E50000 GEOTEXTILE FABRIC | 171 SY | $20.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 214 CY | $40.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 20,436 LB | $2.50 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 95 SY | $50.00 |
| 512E33000 TYPE 2 WATERPROOFING | 59 SY | $200 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 113 CY | $86.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 215 FT | $6.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 20 FT | $6.00 |
| 611E96551 FIELD PAVING OF EXISTING PIPE, AS PER PLAN, STONE | 53 FT | $385 |
| 690E98100 SPECIAL - STONE MASONRY REPAIR (REPOINTING MORTAR | 775 FT | $15.00 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $7,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $50,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $20,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $50,000 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 9 MNTH | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $50,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $220,000 | $220k | 6% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 6 EACH | $29,000 | $174k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $150,000 | $150k | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,417 SY | $100 | $142k | 4% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,000 | $120k | 3% |
| 602E15001 BLOCK MASONRY, AS PER PLAN | 20 CY | $5,500 | $110k | 3% |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 82.7 CY | $1,300 | $108k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 257 CY | $415 | $107k | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100,000 | $100k | 3% |
| 611E52900 34" X 53" CONDUIT, TYPE A, 706.04 | 111 FT | $875 | $97k | 3% |