All-/Put/Van-SR 66/SR 189/SR 190/SR 697
Allen County · est $1.9M
Bid dateThursday, March 22—
Allen County · est $1.9M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 33 more items below.
| Item | Quantity | R1Bluffton Paving INC | R2Shelly Company | % of bid |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 6,072 CY | $147 | $150 | 46% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2060 CY | $138 | $145 | 15% |
| 253E02000 PAVEMENT REPAIR | 810 CY | $254 | $245 | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $92,000 | $60,500 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" DEPTH | 40,018 SY | $2.05 | $1.75 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.25" DEPTH | 31,698 SY | $2.15 | $1.64 | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,099 CY | $48.60 | $42.00 | 3% |
| 202E23500 WEARING COURSE REMOVED | 4,905 SY |
| Item | Quantity | R1Bluffton Paving INC | R2Shelly Company |
|---|---|---|---|
| 202E32000 CURB REMOVED | 569 FT | $10.00 | $8.25 |
| 202E32500 CURB AND GUTTER REMOVED | 60 FT | $15.00 | $9.00 |
| 608E53020 DETECTABLE WARNING | 266 SF | $33.00 | $28.50 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 22 FT | $35.00 | $27.50 |
| 609E26000 CURB, TYPE 6 | 256 FT | $30.00 | $22.00 |
| 659E00300 TOPSOIL | 10 CY | $150 | $60.00 |
| 659E10000 SEEDING AND MULCHING | 60 SY | $35.00 | $5.00 |
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 →
| $9.00 |
| $8.50 |
| 2% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $100,000 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 20,871 GAL | $1.50 | $1.95 | 2% |
| 608E52000 CURB RAMP | 2,895 SF | $5.95 | $11.50 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 16.06 MILE | $1,000 | $500 | 1% |
| 614E12460 WORK ZONE MARKING SIGN | 150 EACH | $100 | $80.00 | 1% |
| 202E30000 WALK REMOVED | 4,194 SF | $3.45 | $3.15 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,000 | $8,500 | 1% |
| 519E11100 PATCHING CONCRETE STRUCTURE | 148 SF | $91.00 | $91.00 | 1% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $12,954 | $12,954 | 1% |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 19.36 MILE | $600 | $500 | 1% |
| 642E00094 EDGE LINE, 6" | 16.06 MILE | $650 | $650 | 1% |
| 608E10000 4" CONCRETE WALK | 1,674 SF | $5.95 | $11.50 | 1% |
| 659E20000 COMMERCIAL FERTILIZER |
| 0.25 TON |
| $1,250 |
| $500 |
| 659E35000 WATER | 10 MGAL | $10.00 | $10.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.5" DEPTH | 1,901 SY | $2.15 | $1.58 |
| 254E01600 PATCHING PLANED SURFACE | 1,473 SY | $4.00 | $15.00 |
| 304E20000 AGGREGATE BASE | 120 CY | $24.00 | $100 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 9,821 LB | $0.80 | $0.85 |
| 621E00100 RPM | 362 EACH | $21.49 | $21.49 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 362 EACH | $15.00 | $10.00 |
| 642E00290 CENTER LINE | 9.68 MILE | $725 | $725 |
| 644E00400 CHANNELIZING LINE, 8" | 647 FT | $2.00 | $2.00 |
| 644E00500 STOP LINE | 788 FT | $6.00 | $6.00 |
| 644E00600 CROSSWALK LINE | 2,062 FT | $2.00 | $2.00 |
| 644E01000 RAILROAD SYMBOL MARKING | 3 EACH | $600 | $600 |
| 644E01100 SCHOOL SYMBOL MARKING, 72" | 2 EACH | $600 | $600 |
| 644E01200 PARKING LOT STALL MARKING | 1,472 FT | $2.50 | $2.50 |
| 644E01300 LANE ARROW | 24 EACH | $85.00 | $85.00 |
| 616E10000 WATER | 1 MGAL | $10.00 | $10.00 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 6 CY | $1,152 | $1,152 |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 3 CY | $1,128 | $1,152 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 7 SY | $110 | $109 |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: 1" PRECOM | 116 FT | $28.00 | $27.75 |
| 516E31000 JOINT SEALER | 154 FT | $19.00 | $18.27 |
| 519E12610 SPECIAL - CONCRETE REPAIR BY EPOXY INJECTION INCLU | 26 FT | $113 | $114 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 74 SF | $125 | $119 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 6,072 CY | $146.8 | $891k | 43% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2060 CY | $138.4 | $285k | 14% |
| 253E02000 PAVEMENT REPAIR | 810 CY | $254 | $206k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $92,000 | $92k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" DEPTH | 40,018 SY | $2.05 | $82k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.25" DEPTH | 31,698 SY | $2.15 | $68k | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,099 CY | $48.6 | $53k | 3% |
| 202E23500 WEARING COURSE REMOVED | 4,905 SY | $9 | $44k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 20,871 GAL | $1.5 | $31k | 2% |