CLA-SR 41/IR 70-00.00/04.70/18.00
CLA County · est $2.9M
Bid dateThursday, February 9—
CLA County · est $2.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 42 more items below.
| Item | Quantity | R1Shelly Company | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,360 CY | $190 | $217 | 57% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/4" Depth | 211,853 SY | $1.20 | $1.13 | 10% |
| 452E14010 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 1,621 SY | $99.45 | $105 | 7% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 492 CY | $220 | $359 | 4% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,400 SY | $38.00 | $57.50 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | $204,144 | 3% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 1,621 SY | $36.50 | $25.75 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 19,014 GAL | $2.50 | $4.80 | 2% |
| 617E10100 COMPACTED AGGREGATE | 385 CY | $110 | $57.27 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $100,000 | 1% |
| 621E00100 RPM | 807 EACH | $31.00 | $33.50 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" Depth | 11,800 SY | $2.00 | $4.86 | 1% |
| 304E20000 AGGREGATE BASE | 270 CY | $75.65 | $158 | 1% |
| 203E10000 EXCAVATION | 270 CY | $69.25 | $84.31 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 22.04 MILE | $780 | $780 | 1% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 19.02 MILE | $795 | $795 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 22.04 MILE | $625 | $625 | 1% |
| 608E52000 CURB RAMP | 516 SF | $22.70 | $19.41 | 0% |
| 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN, PG64-22 | 25 CY | $450 | $745 | 0% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 9.82 MILE | $1,047 | $3,259 | 0% |
| Item | Quantity | R1Shelly Company | R2John R Jurgensen Company |
|---|---|---|---|
| 202E30000 WALK REMOVED | 294 SF | $4.65 | $8.22 |
| 202E32500 CURB AND GUTTER REMOVED | 63 FT | $21.75 | $20.60 |
| 204E10000 SUBGRADE COMPACTION | 1,621 SY | $1.30 | $4.25 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $4,150 | $4,662 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 8 EACH | $250 | $520 |
| 254E01601 PATCHING PLANED SURFACE, AS PER PLAN | 500 SY | $10.00 | $16.37 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 9.51 MILE | $685 |
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 →
| $795 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,750 | $2,750 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $6,800 | $6,800 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 764 EACH | $4.25 | $23.07 |
| 642E00300 CENTER LINE, TYPE 1 | 11.02 MILE | $625 | $625 |
| 644E00400 CHANNELIZING LINE, 8" | 375 FT | $2.50 | $2.50 |
| 644E00404 CHANNELIZING LINE, 12" | 183 FT | $2.90 | $2.90 |
| 644E00500 STOP LINE | 125 FT | $11.50 | $11.50 |
| 644E01000 RAILROAD SYMBOL MARKING | 1 EACH | $820 | $820 |
| 644E01300 LANE ARROW | 7 EACH | $120 | $120 |
| 644E01360 WRONG WAY ARROW | 4 EACH | $155 | $155 |
| 644E01410 WORD ON PAVEMENT, 96" | 1 EACH | $155 | $155 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 89 FT | $4.00 | $4.00 |
| 646E10310 CHANNELIZING LINE, 12" | 188 FT | $5.00 | $5.00 |
| 646E10400 STOP LINE | 256 FT | $15.00 | $15.00 |
| 646E20300 LANE ARROW | 3 EACH | $150 | $150 |
| 646E50300 REMOVAL OF PAVEMENT MARKING, CENTER LINE | 0.05 MILE | $3,450 | $3,450 |
| 646E50300 REMOVAL OF PAVEMENT MARKING, EDGE LINE | 0.1 MILE | $3,450 | $3,450 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 0.22 MILE | $15,000 | $15,000 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 1.39 MILE | $7,000 | $7,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $70.00 | $92.93 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $5,000 |
| 614E12460 WORK ZONE MARKING SIGN | 56 EACH | $125 | $125 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 2 SNMT | $1,000 | $1,000 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 1.61 MILE | $1,450 | $1,450 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 750 FT | $0.75 | $0.75 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 371 FT | $0.90 | $0.90 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 430 FT | $2.50 | $2.50 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 14 EACH | $60.00 | $60.00 |
| 614E31670 WORK ZONE WORD ON PAVEMENT, 96", CLASS III, 642 PA | 2 EACH | $70.00 | $70.00 |
| 614E32210 WORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 | 2 EACH | $300 | $300 |
| 516E31001 JOINT SEALER, AS PER PLAN | 88 FT | $19.22 | $19.22 |
| 516E31001 JOINT SEALER, AS PER PLAN | 90 FT | $19.22 | $19.22 |
| 516E31001 JOINT SEALER, AS PER PLAN | 83 FT | $19.22 | $19.22 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 2 SY | $1,026 | $1,026 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $13,215 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,360 CY | $190 | $1.40M | 55% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/4" Depth | 211,853 SY | $1.2 | $254k | 10% |
| 452E14010 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 1,621 SY | $99.45 | $161k | 6% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 492 CY | $220 | $108k | 4% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,400 SY | $38 | $91k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | $70k | 3% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 1,621 SY | $36.5 | $59k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 19,014 GAL | $2.5 | $48k | 2% |
| 617E10100 COMPACTED AGGREGATE | 385 CY | $110 | $42k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $35k | 1% |