Hol-SR 520-09.83
Holmes County · est $0.4M
Bid dateThursday, April 28—
Holmes County · est $0.4M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 37 more items below.
| Item | Quantity | R1Adena Corporation | R2Buds INC | R3Mc Connell Contracting INC | R4Digioia-suburban Excavating LLC | R5Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|
| 611E94701 6' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | — | $679 | $825 | $975 | $740 | $900 | 20% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 20 CY | $2,356 | $1,000 | $750 | $850 | $2,213 | 14% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 284 CY | $134 | $115 | $70.00 | $150 | $124 | 11% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) |
| Item | Quantity | R1Adena Corporation | R2Buds INC | R3Mc Connell Contracting INC | R4Digioia-suburban Excavating LLC | R5Eclipse CO LLC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,856 | $2,000 | $1,200 | $14,550 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 361 SY | $12.26 | $15.00 | $5.00 | $8.00 | $11.00 |
| 202E38000 GUARDRAIL REMOVED | 507 FT | $1.24 | $4.00 | $2.50 | $2.50 | $2.00 |
| 202E98100 REMOVAL MISC.: PILING REMOVED | 8 EACH | $39.37 |
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 →
| 52 CY |
| $428 |
| $52.00 |
| $370 |
| $415 |
| $381 |
| 7% |
| 503E21100 UNCLASSIFIED EXCAVATION | 423 CY | $43.33 | $20.00 | $21.00 | $18.50 | $27.00 | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 48 CY | $312 | $775 | $585 | $850 | $973 | 4% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 4 EACH | $3,445 | $2,700 | $3,000 | $3,350 | $2,600 | 4% |
| 304E20000 AGGREGATE BASE | 149 CY | $90.83 | $95.00 | $105 | $80.00 | $92.00 | 4% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 21 CY | $550 | $475 | $475 | $970 | $890 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,748 | $4,000 | $3,000 | $22,500 | $22,000 | 3% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (19 CY | $463 | $400 | $400 | $750 | $681 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 250 FT | $34.45 | $27.25 | $27.00 | $26.00 | $24.20 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 4,912 LB | $1.75 | $1.75 | $2.50 | $1.50 | $3.25 | 3% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $8,158 | $12,000 | $28,000 | $12,500 | $11,151 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $7,527 | $7,500 | $6,500 | $12,500 | $5,450 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,313 | $9,000 | $2,500 | $8,200 | $9,000 | 2% |
| 621E00100 RPM | 8 EACH | $868 | $550 | $375 | $450 | $375 | 2% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 54 CY | $121 | $135 | $100 | $110 | $108 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $6,485 | $10,000 | $20,000 | $10,000 | $25,755 | 2% |
| $2,000 |
| $300 |
| $450 |
| $262 |
| 203E10000 EXCAVATION | 649 CY | $4.81 | $27.00 | $21.00 | $25.00 | $12.00 |
| 203E20000 EMBANKMENT | 542 CY | $5.76 | $27.00 | $21.00 | $16.00 | $14.00 |
| 204E10000 SUBGRADE COMPACTION | 457 SY | $1.37 | $5.00 | $2.50 | $3.00 | $1.00 |
| 601E26001 DUMPED ROCK FILL, TYPE B, AS PER PLAN | 32 CY | $140 | $125 | $85.00 | $95.00 | $107 |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 29 CY | $125 | $135 | $100 | $120 | $111 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $25.00 | $50.00 | $200 | $100 |
| 659E00300 TOPSOIL | 186 CY | $7.88 | $9.00 | $15.00 | $40.00 | $71.00 |
| 659E10000 SEEDING AND MULCHING | 1,677 SY | $1.53 | $2.75 | $2.50 | $3.00 | $2.25 |
| 659E14000 REPAIR SEEDING AND MULCHING | 84 SY | $1.00 | $0.10 | $1.00 | $2.50 | $2.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.23 TON | $2,356 | $650 | $750 | $2,400 | $800 |
| 659E31000 LIME | 0.35 ACRE | $1,383 | $150 | $500 | $100 | $80.00 |
| 659E35000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 | $3.00 | $1.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,650 | $1,775 | $1,500 | $850 | $2,682 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 101 SY | $19.99 | $20.00 | $15.00 | $35.00 | $29.00 |
| 512E33000 TYPE 2 WATERPROOFING | 169 SY | $19.10 | $18.00 | $23.00 | $28.00 | $25.00 |
| 512E33010 TYPE 3 WATERPROOFING | 41 SY | $51.29 | $32.00 | $70.00 | $42.00 | $59.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 52 SF | $2.22 | $12.00 | $10.00 | $16.00 | $8.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 22 CY | $92.11 | $120 | $110 | $75.00 | $104 |
| 605E31100 AGGREGATE DRAINS | 60 FT | $9.10 | $20.00 | $25.00 | $28.00 | $23.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.25") | 221 SY | $17.36 | $18.00 | $15.00 | $28.00 | $25.80 |
| 407E10000 TACK COAT | 81 GAL | $9.26 | $8.00 | $10.00 | $3.00 | $2.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 143 GAL | $13.89 | $12.00 | $12.00 | $36.00 | $32.80 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $39.37 | $10.00 | $50.00 | $16.00 | $13.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 10 EACH | $12.73 | $10.00 | $12.00 | $10.00 | $12.00 |
| 646E10010 EDGE LINE, 6" | 0.15 MILE | $20,265 | $18,500 | $17,500 | $20,000 | $30,900 |
| 646E10200 CENTER LINE | 0.05 MILE | $40,530 | $22,650 | $35,000 | $39,000 | $45,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $300 | $125 | $125 | $60.00 | $202 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.05 MILE | $17,370 | $5,000 | $5,000 | $14,500 | $12,950 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.1 MILE | $11,580 | $5,000 | $2,500 | $7,400 | $6,675 |
| 616E10000 WATER | 10 MGAL | $1.00 | $0.20 | $1.00 | $65.00 | $30.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,790 | $8,000 | $10,000 | $4,000 | $10,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $625 | $8,500 | $10,000 | $8,500 | $9,500 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $400 | $200 | $500 | $750 | $683 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94701 6' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | — | $678.89 | $67k | 16% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 20 CY | $2,356 | $47k | 12% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 284 CY | $134.07 | $38k | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 52 CY | $428.45 | $22k | 5% |
| 503E21100 UNCLASSIFIED EXCAVATION | 423 CY | $43.33 | $18k | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 48 CY | $312.46 | $15k | 4% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 4 EACH | $3,445 | $14k | 3% |
| 304E20000 AGGREGATE BASE | 149 CY | $90.83 | $14k | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 21 CY | $550.04 | $12k | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,748 | $11k | 3% |