Ham-US 52-37.99
Hamilton County · est $1.5M
Bid dateThursday, March 10—
Hamilton County · est $1.5M
Published by ODOT on this contract’s Proposal PDF · DBE 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 · 32 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Alan Stone CO INC | R3John R Jurgensen Company | R4Sunesis Construction CO | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24X192 | 3,625 FT | $200 | $182 | $265 | $268 | 45% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,800 FT | $75.00 | $121 | $164 | $171 | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $115,000 | $139,000 | $9,268 | $80,648 | 7% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 700 FT | $150 | $350 | $242 | $310 |
| Item | Quantity | R1Kokosing Construction Company INC | R2Alan Stone CO INC | R3John R Jurgensen Company | R4Sunesis Construction CO |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,000 | $2,000 | $5,286 | $11,153 |
| 202E38000 GUARDRAIL REMOVED | 446 FT | $1.87 | $2.00 | $1.80 | $12.00 |
| 204E10000 SUBGRADE COMPACTION | 396 SY | $14.50 | $4.00 | $8.61 | $9.86 |
| 204E45000 PROOF ROLLING | 1 HOUR | $200 | $220 | $209 | $357 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER |
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 →
| 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 3,168 SF | $25.00 | $35.00 | $35.52 | $48.90 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $22,000 | $50,000 | $72,142 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 100 CY | $325 | $374 | $300 | $274 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 92 CY | $345 | $436 | $350 | $258 | 2% |
| 518E21101 POROUS BACKFILL, AS PER PLAN | 352 CY | $90.00 | $57.00 | $102 | $134 | 2% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE 24'' DIA. UNREINF | 440 FT | $72.00 | $42.50 | $102 | $74.35 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED, HAM-52-38.09 | 816 FT | $37.00 | $85.00 | $80.74 | $46.05 | 2% |
| 203E20001 EMBANKMENT, AS PER PLAN | 1,000 CY | $25.00 | $56.00 | $64.60 | $28.49 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $25,000 | $6,800 | $50,171 | $9,789 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED, HAM-52-36.85 | 492 FT | $45.00 | $85.00 | $81.79 | $131 | 1% |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $21,000 | $28,000 | $17,000 | $7,650 | 1% |
| 606E15250 GUARDRAIL, TYPE MGS QUARTER POST SPACING | 446 FT | $44.92 | $54.00 | $43.20 | $51.25 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.75'' DEEP | 1,190 SY | $12.00 | $12.50 | $10.00 | $10.66 | 1% |
| 659E00300 TOPSOIL | 147 CY | $95.00 | $31.00 | $10.00 | $86.92 | 1% |
| 202E23000 PAVEMENT REMOVED | 396 SY | $32.00 | $10.10 | $14.53 | $35.65 | 1% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 1 LS |
| $7,200 |
| $12,000 |
| $6,530 |
| $5,738 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 | $249 | $200 | $150 |
| 659E10000 SEEDING AND MULCHING | 1,333 SY | $3.75 | $4.50 | $4.95 | $4.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 67 SY | $1.00 | $5.50 | $1.85 | $3.00 |
| 659E15000 INTER-SEEDING | 67 SY | $1.00 | $1.50 | $0.50 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $1,000 | $1,200 | $890 | $825 |
| 659E31000 LIME | 0.28 ACRE | $200 | $249 | $25.00 | $100 |
| 659E35000 WATER | 1,200 MGAL | $1.00 | $0.01 | $0.01 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 462 FT | $3.00 | $2.50 | $2.16 | $0.90 |
| 304E20000 AGGREGATE BASE | 66 CY | $150 | $83.50 | $141 | $88.36 |
| 407E20000 NON-TRACKING TACK COAT | 24 GAL | $6.00 | $12.50 | $10.00 | $5.50 |
| 644E00100 EDGE LINE, 4" | 0.09 MILE | $9,500 | $12,000 | $18,050 | $18,050 |
| 644E00200 LANE LINE, 4" | 0.09 MILE | $18,975 | $24,000 | $15,645 | $15,645 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 72 HOUR | $97.58 | $84.50 | $96.81 | $75.00 |
| 606E60002 IMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL) | 1 EACH | $5,450 | $3,400 | $3,435 | $3,595 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY, HAM-52-36.85 | 10 EACH | $17.00 | $18.50 | $25.58 | $15.00 |
| 614E13350 OBJECT MARKER, ONE WAY, HAM-52-36.85 | 10 EACH | $22.00 | $20.00 | $25.58 | $16.00 |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 0.3 MILE | $115 | $143 | $115 | $115 |
| 622E41100 PORTABLE BARRIER, UNANCHORED, HAM-52-37.76 | 36 FT | $45.00 | $85.00 | $188 | $141 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $5,000 | $2,600 | $3,435 | $2,700 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY, HAM-52-38.09 | 17 EACH | $17.00 | $18.50 | $25.58 | $15.00 |
| 614E13350 OBJECT MARKER, ONE WAY, HAM-52-38.09 | 17 EACH | $22.00 | $20.00 | $25.58 | $16.00 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.43 MILE | $3,090 | $3,800 | $3,090 | $3,090 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 0.14 FT | $1,360 | $1,700 | $1,360 | $1,360 |
| 896E00020 PORTABLE CHANGEABLE MESSAGE SIGN | 2 SNMT | $600 | $1,300 | $995 | $1,050 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 310 FT | $9.00 | $5.50 | $22.38 | $6.97 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $15,000 | $12,715 | $13,233 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,500 | $7,500 | $12,361 | $3,600 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24X192 | 3,625 FT | $200 | $725k | 43% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,800 FT | $75 | $210k | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $115,000 | $115k | 7% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 700 FT | $150 | $105k | 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 3,168 SF | $25 | $79k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 100 CY | $325 | $33k | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 92 CY | $345 | $32k | 2% |
| 518E21101 POROUS BACKFILL, AS PER PLAN | 352 CY | $90 | $32k | 2% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE 24'' DIA. UNREINF | 440 FT | $72 | $32k | 2% |