Med-US 42/SR 252-06.10/05.51
Medina County · est $0.4M
Bid dateThursday, February 17—
Medina County · est $0.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 54 more items below.
| Item | Quantity | R1Eclipse CO LLC | % of bid |
|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 55 FT | $1,070 | 15% |
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 10 FT | $3,627 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $30,417 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $28,000 | 7% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 360 FT | $61.00 | 6% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,582 | 5% |
| 611E97200 CONDUIT, MISC.: INTERNAL JOINT SEAL | 6 EACH | $3,260 | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6 CY | $2,980 | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 68 CY | $262 | 5% |
| 442E10501 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 40 CY | $375 | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,992 LB | $5.00 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 18 CY | $781 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $14,000 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $13,884 | 4% |
| 601E11000 RIPRAP, TYPE D | 35 SY | $371 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,000 | 3% |
| 202E98500 REMOVAL MISC.: CONCRETE MASONRY | 13 CY | $800 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $10,180 | 3% |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 79 CY | $119 | 2% |
| 611E06100 15" CONDUIT, TYPE C | 120 FT | $76.00 | 2% |
| Item | Quantity | R1Eclipse CO LLC |
|---|---|---|
| 202E11501 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 6 EACH | $500 |
| 202E20010 HEADWALL REMOVED | 7 EACH | $500 |
| 202E23000 PAVEMENT REMOVED | 329 SY | $11.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 69 FT | $28.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 103 FT | $45.00 |
| 202E38201 GUARDRAIL REMOVED FOR REUSE, AS PER PLAN | 50 FT | $9.00 |
| 202E75000 FENCE REMOVED | 149 FT | $6.00 |
| 202E75250 GATE REMOVED | 1 EACH | $500 |
| 203E10000 EXCAVATION | 26 CY | $51.00 |
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 →
| 203E20000 EMBANKMENT | 226 CY | $26.00 |
| 204E10000 SUBGRADE COMPACTION | 319 SY | $2.00 |
| 623E38500 MONUMENT ASSEMBLY | 2 EACH | $2,000 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 3 EACH | $186 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 20 CY | $129 |
| 659E00100 SOIL ANALYSIS TEST | 4 EACH | $111 |
| 659E00300 TOPSOIL | 80 CY | $37.00 |
| 659E10000 SEEDING AND MULCHING | 722 SY | $8.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 36 SY | $2.00 |
| 659E15000 INTER-SEEDING | 36 SY | $0.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $1,062 |
| 659E31000 LIME | 0.15 ACRE | $66.00 |
| 659E35000 WATER | 4 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 |
| 605E31100 AGGREGATE DRAINS | 124 FT | $18.00 |
| 611E04600 12" CONDUIT, TYPE C | 29 FT | $82.00 |
| 611E05900 15" CONDUIT, TYPE B | 76 FT | $83.00 |
| 611E98510 CATCH BASIN, NO. 2-3 | 3 EACH | $2,555 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $573 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.0") | 163 SY | $40.00 |
| 304E20000 AGGREGATE BASE | 94 CY | $82.00 |
| 304E20000 AGGREGATE BASE (DRIVEWAYS) | 22 CY | $76.00 |
| 407E10000 TACK COAT | 73 GAL | $4.00 |
| 442E10511 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 11 CY | $520 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $16.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.06 MILE | $2,463 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $2,463 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $84.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $5,917 |
| 614E12420 DETOUR SIGNING | 1 LS | $8,655 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (1WAY) | 12 EACH | $19.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 12 EACH | $23.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 3 SNMT | $1,521 |
| 614E20210 WORK ZONE LANE LINE, CLASS I, 6", 740.06, TYPE I | 0.03 MILE | $13,645 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.35 MILE | $13,645 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 50 FT | $49.00 |
| 602E20000 CONCRETE MASONRY | 2.4 CY | $2,274 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $4,021 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 38 SY | $31.00 |
| 512E33000 TYPE 2 WATERPROOFING | 85 SY | $23.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 27 SF | $6.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,873 |
| 602E20000 CONCRETE MASONRY | 0.6 CY | $2,775 |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 4 CY | $1,185 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 55 FT | $1,070 | $59k | 11% |
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 10 FT | $3,627 | $36k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $30,417 | $30k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $28,000 | $28k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 360 FT | $61 | $22k | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,582 | $21k | 4% |
| 611E97200 CONDUIT, MISC.: INTERNAL JOINT SEAL | 6 EACH | $3,260 | $20k | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6 CY | $2,980 | $18k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 68 CY | $262 | $18k | 3% |
| 442E10501 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 40 CY | $375 | $15k | 3% |