CHP-SR 29/SR 296-10.08/00.00
CHP County · est $3.2M
Bid dateThursday, February 25—
CHP County · est $3.2M
Published by ODOTon this contract’s Proposal PDF · EDGE Goal: 6.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 13 more items below.
| Item | Quantity | R1Shelly Company | R2A & B Asphalt Corporation | R3Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10,637 CY | $154 | $151 | $164 | 51% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (6205 CY | $136 | $141 | $142 | 26% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $126,000 | $55,390 | $82,000 | 4% |
| 617E10100 COMPACTED AGGREGATE | 2,437 CY | $48.00 | $68.62 | $82.00 | 4% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 3,300 SY | $30.00 | $47.00 | $40.00 |
| Item | Quantity | R1Shelly Company | R2A & B Asphalt Corporation | R3Barrett Paving Materials INC |
|---|---|---|---|---|
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 13 EACH | $200 | $594 | $175 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, Variable Depth | 1,321 SY | $2.00 | $1.25 | $4.38 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 5.09 MILE | $1,225 | $1,350 | $1,875 |
| 644E00500 STOP LINE | 214 FT | $12.75 | $12.75 | $12.75 |
| 644E01000 RAILROAD SYMBOL MARKING | 2 EACH | $450 | $450 | $450 |
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 →
| 3% |
| 407E20000 NON-TRACKING TACK COAT | 41,938 GAL | $2.00 | $2.00 | $3.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $20,237 | $45,000 | 1% |
| 621E00100 RPM | 1,563 EACH | $22.00 | $22.55 | $26.00 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 38.45 MILE | $815 | $815 | $815 | 1% |
| 202E23500 WEARING COURSE REMOVED | 2,534 SY | $12.00 | $14.00 | $14.35 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 37.98 MILE | $595 | $595 | $595 | 1% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 37.98 MILE | $450 | $1,007 | $705 | 1% |
| 301E46001 ASPHALT CONCRETE BASE, PG64-22, AS PER PLAN | 65 CY | $250 | $308 | $350 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2" Depth | 7,966 SY | $2.00 | $1.25 | $3.40 | 1% |
| 614E12460 WORK ZONE MARKING SIGN | 159 EACH | $95.00 | $113 | $96.00 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $8,219 | $12,300 | 0% |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2,044 EACH | $6.00 | $9.68 | $9.00 | 0% |
| 642E00300 CENTER LINE, TYPE 1 | 18.99 MILE | $615 | $615 | $615 | 0% |
| 512E44400 TYPE B WATERPROOFING | 421 SY | $21.50 | $50.00 | $21.50 | 0% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 5.09 MILE | $1,400 | $3,648 | $3,875 | 0% |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 446 FT | $2.70 | $2.70 | $2.70 |
| 614E32210 WORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 | 4 EACH | $350 | $350 | $350 |
| 516E31001 JOINT SEALER, AS PER PLAN, 2" DEEP | 79 FT | $25.50 | $25.50 | $25.50 |
| 516E31001 JOINT SEALER, AS PER PLAN, 1 1/4" DEEP | 88 FT | $25.50 | $25.50 | $25.50 |
| 516E31001 JOINT SEALER, AS PER PLAN, 1 1/4" DEEP | 84 FT | $25.50 | $25.50 | $25.50 |
| 516E31001 JOINT SEALER, AS PER PLAN, 1 1/4" DEEP | 84 FT | $25.50 | $25.50 | $25.50 |
| 516E31001 JOINT SEALER, AS PER PLAN, 1 1/4" DEEP | 74 FT | $25.50 | $25.50 | $25.50 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,000 | $2,841 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10,637 CY | $154 | $1.64M | 51% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (6205 CY | $136 | $844k | 26% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $126,000 | $126k | 4% |
| 617E10100 COMPACTED AGGREGATE | 2,437 CY | $48 | $117k | 4% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 3,300 SY | $30 | $99k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 41,938 GAL | $2 | $84k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 1% |
| 621E00100 RPM | 1,563 EACH | $22 | $34k | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 38.45 MILE | $815 | $31k | 1% |
| 202E23500 WEARING COURSE REMOVED | 2,534 SY | $12 | $30k | 1% |