Gea-US 322-01.64/Var
Geauga County · est $3.0M
Bid dateThursday, September 15—
Geauga County · est $3.0M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 153 more items below.
| Item | Quantity | R1Jet Excavating Company | R2Eclipse CO LLC | % of bid |
|---|---|---|---|---|
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 10,000 DLR | $24.00 | $25.00 | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 385 CY | $585 | $402 | 9% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,797 SY | $115 | $108 | 9% |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 137 CY | $1,350 | $1,876 | 8% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 7 EACH | $25,000 | $24,001 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $170,000 | $50,771 | 7% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $145,000 | $145,740 | 6% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $2,357 | 5% |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (192 CY | $625 | $580 | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 5,490 FT | $20.00 | $33.00 | 5% |
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05, DESIGN COVER 3.5 | 118 FT | $925 | $1,047 | 5% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 120 CY | $850 | $930 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $75,000 | $90,721 | 3% |
| 611E94710 6' X 5' CONDUIT, TYPE A, 706.05, DESIGN COVER 2.4 | 45 FT | $1,450 | $1,195 | 3% |
| 611E97400 CONDUIT, MISC.: 7' X 3' CONDUIT, TYPE A, 706.05, D | 40 FT | $1,550 | $1,021 | 3% |
| 611E94726 7' X 4' CONDUIT, TYPE A, 706.05, DESIGN COVER 1.5 | 44 FT | $1,400 | $1,030 | 3% |
| 611E94700 6' X 4' CONDUIT, TYPE A, 706.05, DESIGN COVER 1.5 | 43 FT | $1,400 | $969 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $55,000 | $55,000 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350) | 16 EACH | $3,350 | $3,317 | 2% |
| 611E53300 53" X 83" CONDUIT, TYPE A, 706.04 | 41 FT | $1,300 | $919 | 2% |
| Item | Quantity | R1Jet Excavating Company | R2Eclipse CO LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $45,000 | $45,000 |
| 202E23000 PAVEMENT REMOVED | 1,877 SY | $12.00 | $24.00 |
| 202E32600 GUTTER REMOVED | 20 FT | $75.00 | $10.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 94 FT | $25.00 | $35.00 |
| 202E38000 GUARDRAIL REMOVED | 1,025.5 FT | $3.00 | $3.00 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 300 FT | $2.50 | $3.00 |
| 202E42806 ANCHOR ASSEMBLY REMOVED FOR REUSE | 2 EACH | $150 |
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 →
| $165 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $500 | $275 |
| 202E98100 REMOVAL MISC.:CONCRETE BLOCK | 1 EACH | $250 | $220 |
| 202E98100 REMOVAL MISC.:CONCRETE FLOWER POT | 1 EACH | $50.00 | $16.00 |
| 202E98100 REMOVAL MISC.:CONCRETE PAD | 1 EACH | $100 | $430 |
| 202E98100 REMOVAL MISC.:LANDSCAPING BOULDER | 1 EACH | $100 | $151 |
| 202E98100 REMOVAL MISC.:WOOD POLE | 1 EACH | $200 | $280 |
| 202E98100 REMOVAL MISC.:WOODEN ADDRESS POST | 1 EACH | $100 | $16.00 |
| 202E98200 REMOVAL MISC.:BRICK RETAINING WALL | 41 FT | $20.00 | $5.00 |
| 202E98200 REMOVAL MISC.:TRENCH DRAIN | 29 FT | $35.00 | $14.00 |
| 203E10000 EXCAVATION | 1,190 CY | $25.00 | $29.00 |
| 203E20000 EMBANKMENT | 1,102 CY | $25.00 | $28.00 |
| 204E10000 SUBGRADE COMPACTION | 1,989 SY | $2.00 | $1.00 |
| 204E21001 GRANULAR EMBANKMENT, AS PER PLAN | 5 CY | $125 | $107 |
| 606E15050 GUARDRAIL, TYPE MGS | 2,262.5 FT | $23.00 | $22.87 |
| 606E16050 GUARDRAIL REBUILT, TYPE MGS | 300 FT | $13.00 | $14.67 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 156.25 FT | $24.00 | $26.75 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 14 EACH | $700 | $701 |
| 606E27910 ANCHOR ASSEMBLY REBUILT, MGS TYPE T | 2 EACH | $1,000 | $1,052 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 7 EACH | $175 | $260 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 2 EACH | $265 | $260 |
| 601E10000 RIPRAP | 34 SY | $125 | $149 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $150 | $424 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 27 CY | $135 | $165 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 81 CY | $135 | $146 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 9 CY | $175 | $172 |
| 601E38001 PAVED GUTTER, TYPE 1-4, AS PER PLAN | 20 FT | $165 | $208 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $106 |
| 659E00300 TOPSOIL | 920 CY | $30.00 | $66.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 7,595 SY | $2.00 | $4.32 |
| 659E14000 REPAIR SEEDING AND MULCHING | 415 SY | $2.00 | $1.00 |
| 659E15000 INTER-SEEDING | 415 SY | $1.00 | $0.19 |
| 659E20000 COMMERCIAL FERTILIZER | 1.21 TON | $1,000 | $1,085 |
| 659E31000 LIME | 1.74 ACRE | $250 | $60.00 |
| 659E35000 WATER | 50 MGAL | $1.00 | $1.00 |
| 670E00700 DITCH EROSION PROTECTION | 318 SY | $2.00 | $4.15 |
| 832E30000 EROSION CONTROL | 45,000 EACH | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 552 SY | $4.00 | $8.94 |
| 836E10020 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 44 SY | $5.00 | $14.21 |
| 836E10030 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 46 SY | $5.00 | $16.58 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 30 FT | $15.00 | $37.00 |
| 605E31100 AGGREGATE DRAINS | 20 FT | $20.00 | $23.00 |
| 611E00200 4" CONDUIT, TYPE C | 16 FT | $20.00 | $45.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 20 FT | $15.00 | $42.00 |
| 611E04400 12" CONDUIT, TYPE B | 20 FT | $80.00 | $82.00 |
| 611E04600 12" CONDUIT, TYPE C | 12 FT | $110 | $109 |
| 611E04900 12" CONDUIT, TYPE D | 32 FT | $80.00 | $73.00 |
| 611E06100 15" CONDUIT, TYPE C | 24 FT | $100 | $137 |
| 611E07600 18" CONDUIT, TYPE C | 34 FT | $125 | $127 |
| 611E09100 21" CONDUIT, TYPE C | 11 FT | $225 | $175 |
| 611E10600 24" CONDUIT, TYPE C | 14 FT | $175 | $161 |
| 611E16200 36" CONDUIT, TYPE A | 109 FT | $385 | $259 |
| 611E52500 24" X 38" CONDUIT, TYPE A, 706.04 | 44 FT | $525 | $430 |
| 611E98504 CATCH BASIN, NO. 2-2C | 1 EACH | $2,500 | $3,964 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $150 | $512 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 134 CY | $150 | $146 |
| 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) | 29 CY | $500 | $502 |
| 304E20000 AGGREGATE BASE | 312 CY | $125 | $98.00 |
| 407E10000 TACK COAT | 116 GAL | $5.00 | $30.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $875 | $1,500 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 25 SY | $125 | $91.00 |
| 609E26000 CURB, TYPE 6 | 30 FT | $70.00 | $51.00 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 33 EACH | $70.00 | $79.00 |
| 621E00100 RPM | 72 EACH | $140 | $164 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 72 EACH | $15.00 | $7.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 62 EACH | $10.00 | $13.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 140 FT | $20.00 | $16.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 10 EACH | $65.00 | $91.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $25.00 | $32.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 1.44 MILE | $3,000 | $9,799 |
| 642E00300 CENTER LINE, TYPE 1 | 1.15 MILE | $3,000 | $10,211 |
| 642E00500 STOP LINE, TYPE 1 | 41 FT | $10.00 | $70.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 60 CY | $45.00 | $216 |
| 614E11630 INCREASED BARRIER DELINEATION | 3,417 FT | $4.00 | $4.00 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $25,000 | $15,997 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 7 EACH | $3,000 | $27,246 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 124 EACH | $15.00 | $18.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 124 EACH | $15.00 | $21.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 36 SNMT | $925 | $1,125 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 1.08 MILE | $3,000 | $10,688 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 3.41 MILE | $2,500 | $9,890 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 170 FT | $5.00 | $4.00 |
| 616E10000 WATER | 120 MGAL | $1.00 | $16.00 |
| 630E97800 SIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, | 300 SF | $12.50 | $38.00 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 | $8,317 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $22,000 | $86,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,500 | $7,460 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,314 LB | $2.00 | $2.00 |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $2,725 | $4,462 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 22 CY | $975 | $1,244 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 34 SY | $35.00 | $37.00 |
| 512E33000 TYPE 2 WATERPROOFING | 113 SY | $25.00 | $26.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 28 SF | $10.00 | $9.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,500 | $2,459 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $25,000 | $8,117 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $22,000 | $76,100 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 | $8,630 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $22,000 | $80,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,500 | $8,041 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,672 LB | $2.00 | $2.00 |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $2,500 | $4,613 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 20 CY | $1,000 | $1,370 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 31 SY | $40.00 | $39.00 |
| 512E33000 TYPE 2 WATERPROOFING | 53 SY | $30.00 | $25.00 |
| 512E33010 TYPE 3 WATERPROOFING | 44 SY | $60.00 | $68.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 25 SF | $10.00 | $9.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,500 | $2,459 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $25,000 | $11,201 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $30,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $10,000 | $17,091 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,636 LB | $2.00 | $2.00 |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 14 CY | $1,750 | $2,604 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 29 CY | $875 | $1,245 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 47 SY | $35.00 | $36.00 |
| 512E33000 TYPE 2 WATERPROOFING | 153 SY | $25.00 | $26.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 30 SF | $10.00 | $8.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,500 | $2,459 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $25,000 | $8,117 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $90,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $25,000 | $10,792 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $90,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $15,000 | $8,053 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $80,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 | $8,612 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $22,000 | $80,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,500 | $9,540 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,830 LB | $2.00 | $2.00 |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $2,400 | $4,102 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 19 CY | $1,000 | $1,243 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 31 SY | $40.00 | $39.00 |
| 512E33000 TYPE 2 WATERPROOFING | 87 SY | $25.00 | $24.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 25 SF | $10.00 | $9.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,500 | $2,459 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 | $8,558 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $22,000 | $80,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,500 | $9,267 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,674 LB | $2.00 | $2.00 |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $2,525 | $4,243 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 23 CY | $1,000 | $1,224 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 35 SY | $35.00 | $36.00 |
| 512E33000 TYPE 2 WATERPROOFING | 55 SY | $30.00 | $25.00 |
| 512E33010 TYPE 3 WATERPROOFING | 51 SY | $60.00 | $66.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 27 SF | $10.00 | $9.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,500 | $2,459 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 14 MNTH | $1,200 | $684 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $35,000 | $30,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $5,000 | $32,876 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 10,000 DLR | $24 | $240k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 385 CY | $585 | $225k | 6% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,797 SY | $115 | $207k | 5% |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 137 CY | $1,350 | $185k | 5% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 7 EACH | $25,000 | $175k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $170,000 | $170k | 4% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $145,000 | $145k | 4% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $122k | 3% |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (192 CY | $625 | $120k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 5,490 FT | $20 | $110k | 3% |