ALL-SR 65/81/117 Var.
ALL County · est $2.0M
Bid dateThursday, February 27—
ALL County · est $2.0M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 28 more items below.
| Item | Quantity | R1Shelly Company | R2Bluffton Paving INC | % of bid |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,784 CY | $158 | $170 | 46% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2,022 CY | $184 | $189 | 19% |
| 608E52000 CURB RAMP | 9,941 SF | $12.85 | $17.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $85,000 | $115,000 | 4% |
| 253E02000 PAVEMENT REPAIR | 375 CY | $225 | $329 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" THICKNESS | 44,419 SY | $1.45 | $2.05 | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,030 CY | $60.00 | $56.70 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 |
| Item | Quantity | R1Shelly Company | R2Bluffton Paving INC |
|---|---|---|---|
| 202E32000 CURB REMOVED | 42 FT | $9.95 | $15.00 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 15.86 MILE | $450 | $1,500 |
| 608E10000 4" CONCRETE WALK | 110 SF | $12.85 | $7.00 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 4 EACH | $175 | $2,000 |
| 659E00300 TOPSOIL | 5.5 CY | $105 | $400 |
| 659E10000 SEEDING AND MULCHING | 322 SY | $1.30 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.2 TON | $800 | $1,200 |
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 →
| $60,000 |
| 3% |
| 202E23500 WEARING COURSE REMOVED | 5,464 SY | $7.00 | $11.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 15,674 GAL | $2.15 | $2.20 | 2% |
| 202E30000 WALK REMOVED | 9,854 SF | $2.95 | $5.00 | 1% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 14.32 MILE | $1,300 | $1,400 | 1% |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 20.34 MILE | $700 | $700 | 1% |
| 621E00100 RPM | 526 EACH | $23.55 | $26.00 | 1% |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 13,190 LB | $0.90 | $1.20 | 1% |
| 644E00300 CENTER LINE | 1.9 MILE | $6,000 | $6,000 | 1% |
| 642E00094 EDGE LINE, 6" | 16.06 MILE | $700 | $700 | 1% |
| 202E32500 CURB AND GUTTER REMOVED | 1,114 FT | $9.95 | $25.00 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM PO | 23 CF | $470 | $500 | 1% |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 10.17 MILE | $900 | $900 | 0% |
| 659E35000 WATER | 7 MGAL | $15.00 | $10.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE THICK | 2,226 SY | $3.95 | $2.75 |
| 254E01600 PATCHING PLANED SURFACE | 936 SY | $5.00 | $5.00 |
| 304E20000 AGGREGATE BASE | 50 CY | $125 | $60.00 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 12 FT | $33.00 | $60.00 |
| 609E26000 CURB, TYPE 6 | 22 FT | $25.00 | $60.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 635 EACH | $10.00 | $15.00 |
| 642E00290 CENTER LINE | 8.03 MILE | $900 | $900 |
| 644E00204 LANE LINE, 6" | 0.1 MILE | $6,000 | $6,000 |
| 644E00400 CHANNELIZING LINE, 8" | 1,445 FT | $2.00 | $2.00 |
| 644E00500 STOP LINE | 589 FT | $6.00 | $6.00 |
| 644E00600 CROSSWALK LINE | 1,947 FT | $2.00 | $2.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 19 FT | $12.00 | $12.00 |
| 644E00900 ISLAND MARKING | 160 SF | $6.00 | $6.00 |
| 644E01000 RAILROAD SYMBOL MARKING | 1 EACH | $750 | $750 |
| 644E01300 LANE ARROW | 55 EACH | $85.00 | $85.00 |
| 644E01510 DOTTED LINE, 6" | 208 FT | $2.00 | $2.00 |
| 614E12460 WORK ZONE MARKING SIGN | 88 EACH | $75.00 | $75.00 |
| 202E98400 REMOVAL MISC.: POLYMER MODIFIED JOINT | 134 SF | $5.00 | $10.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,500 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,784 CY | $158 | $914k | 45% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2,022 CY | $184 | $372k | 18% |
| 608E52000 CURB RAMP | 9,941 SF | $12.85 | $128k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $85,000 | $85k | 4% |
| 253E02000 PAVEMENT REPAIR | 375 CY | $225 | $84k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" THICKNESS | 44,419 SY | $1.45 | $64k | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,030 CY | $60 | $62k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $50k | 2% |
| 202E23500 WEARING COURSE REMOVED | 5,464 SY | $7 | $38k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 15,674 GAL | $2.15 | $34k | 2% |