Wya-SR 67-24.06
Wyandot County · est $0.4M
Bid dateThursday, May 11—
Wyandot 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 · 26 more items below.
| Item | Quantity | R1D2 Excavating LLC | R2R & I Construction INC | R3Adena Corporation | % of bid |
|---|---|---|---|---|---|
| 611E94720 6' X 6' CONDUIT, TYPE A, 706.05 | 90 FT | $800 | $1,166 | $1,117 | 28% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 95 CY | $265 | $250 | $322 | 10% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 45 CY | $425 | $415 | $459 | 8% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 30 CY | $475 | $1,300 | $528 | 6% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 75 CY | $175 | $120 | $201 | 5% |
| 511E46001 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 13 SY | $925 | $1,500 | $1,090 | 5% |
| 304E20000 AGGREGATE BASE | 129 CY | $85.00 | $60.00 |
| Item | Quantity | R1D2 Excavating LLC | R2R & I Construction INC | R3Adena Corporation |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,500 | $1,000 | $4,372 |
| 202E23000 PAVEMENT REMOVED | 417 SY | $10.00 | $7.00 | $15.38 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 85 FT | $6.00 | $2.00 | $4.54 |
| 202E38000 GUARDRAIL REMOVED | 375 FT | $10.00 | $1.00 | $6.17 |
| 203E10000 EXCAVATION | 42 CY | $30.00 | $10.00 | $22.98 |
| 203E20000 EMBANKMENT | 78 CY |
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 →
| $84.65 |
| 4% |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 437.5 FT | $25.00 | $25.00 | $32.41 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,137 LB | $2.50 | $3.00 | $2.52 | 4% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 4 EACH | $2,400 | $2,400 | $3,121 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $9,000 | $24,500 | $13,564 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,500 | $4,500 | $5,990 | 3% |
| 503E21100 UNCLASSIFIED EXCAVATION | 235 CY | $28.00 | $20.00 | $49.36 | 3% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $6,000 | $25,000 | $17,735 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $7,500 | $18,767 | 2% |
| 621E00100 RPM | 4 EACH | $1,200 | $425 | $574 | 2% |
| 659E00300 TOPSOIL | 77 CY | $60.00 | $20.00 | $53.31 | 2% |
| 617E10100 COMPACTED AGGREGATE | 50 CY | $90.00 | $70.00 | $34.00 | 2% |
| 512E33000 TYPE 2 WATERPROOFING | 160 SY | $28.00 | $30.00 | $50.36 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,300 | $6,600 | $6,854 | 2% |
| $35.00 |
| $20.00 |
| $24.75 |
| 204E10000 SUBGRADE COMPACTION | 467 SY | $3.00 | $2.00 | $2.48 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 50 FT | $29.00 | $29.00 | $40.69 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 19 CY | $200 | $100 | $168 |
| 659E10000 SEEDING AND MULCHING | 696 SY | $5.00 | $5.00 | $2.21 |
| 659E20000 COMMERCIAL FERTILIZER | 0.09 TON | $420 | $1,000 | $2,597 |
| 659E35000 WATER | 4 MGAL | $100 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 88 FT | $19.00 | $10.00 | $9.43 |
| 407E10000 TACK COAT | 66 GAL | $4.00 | $4.00 | $12.70 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $25.00 | $10.00 | $24.13 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 12 EACH | $10.00 | $10.00 | $12.70 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.06 MILE | $16,000 | $16,000 | $23,540 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $32,000 | $32,000 | $47,079 |
| 253E01000 PAVEMENT REPAIR | 20 SY | $85.00 | $80.00 | $15.00 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 0.03 MILE | $50,000 | $100 | $63,506 |
| 616E10000 WATER | 1 MGAL | $100 | $1.00 | $1.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $950 | $1,500 | $1,280 |
| 512E10000 SEALING OF CONCRETE SURFACES | 100 SY | $8.00 | $30.00 | $40.41 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 12 CY | $100 | $100 | $213 |
| 619E16010 FIELD OFFICE, TYPE B | 5 MNTH | $200 | $500 | $500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $3,000 | $7,745 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94720 6' X 6' CONDUIT, TYPE A, 706.05 | 90 FT | $800 | $72k | 24% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 95 CY | $265 | $25k | 9% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 45 CY | $425 | $19k | 7% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 30 CY | $475 | $14k | 5% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 75 CY | $175 | $13k | 4% |
| 511E46001 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 13 SY | $925 | $12k | 4% |
| 304E20000 AGGREGATE BASE | 129 CY | $85 | $11k | 4% |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 437.5 FT | $25 | $11k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,137 LB | $2.5 | $10k | 4% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 4 EACH | $2,400 | $10k | 3% |