MED-US 42-06.75
MED County · est $0.3M
Bid dateThursday, January 25—
MED County · est $0.3M
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 & Sands INC | R2Lockhart Concrete CO | R3Turn-key Tunneling INC | R4Proshot Concrete INC | % of bid |
|---|---|---|---|---|---|---|
| 833E12000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 264 FT | $440 | — | — | $679 | 40% |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 300 FT | $110 | $60.00 | $100 | $100 | 11% |
| 833E12000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 64 FT | $440 | — | — | $679 | 10% |
| 614E12420 DETOUR SIGNING | 1 LS | $15,000 | $1,575 | $2,300 | $2,000 | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $13,500 | — | — | $4,000 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,500 | $20,000 | $6,940 | $7,527 | 4% |
| Item | Quantity | R1Shelly & Sands INC | R2Lockhart Concrete CO | R3Turn-key Tunneling INC | R4Proshot Concrete INC |
|---|---|---|---|---|---|
| 202E23010 PAVEMENT REMOVED, ASPHALT | 39 SY | $25.00 | $20.00 | $15.00 | $400 |
| 202E35200 PIPE REMOVED, OVER 24" | 22 FT | $80.00 | $20.00 | $75.00 | $250 |
| 203E10000 EXCAVATION | 36 CY | $20.00 | $20.00 | $25.00 | $70.00 |
| 203E20000 EMBANKMENT | 47 CY | $40.00 | $20.00 | $50.00 | $80.00 |
| 204E10000 SUBGRADE COMPACTION |
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 →
| 611E57600 49" X 33" CONDUIT, TYPE A | 28 FT | $375 | — | — | $500 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $20,000 | $18,000 | $20,000 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 230 FT | $30.00 | $72.00 | $40.00 | $37.00 | 2% |
| 602E20000 CONCRETE MASONRY | 1.6 CY | $4,100 | $2,687 | $2,200 | $10,000 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,500 | $2,000 | $2,500 | $5,000 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 2 MNTH | $2,700 | $250 | $500 | $6,500 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $8,500 | $2,000 | $5,000 | 2% |
| 301E46001 ASPHALT CONCRETE BASE, PG64-22, AS PER PLAN | 7 CY | $650 | $755 | $880 | $999 | 2% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 4 CY | $1,000 | $1,161 | $1,350 | $1,700 | 1% |
| 601E11000 RIPRAP, TYPE D, USING 6" REINFORCED CONCRETE SLAB | 8.3 SY | $450 | $356 | $250 | $300 | 1% |
| 618E40100 RUMBLE STRIPS, (ASPHALT CONCRETE) | 50 FT | $70.00 | $27.00 | $100 | $250 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,503 | $13,000 | $10,000 | $7,065 | 1% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 14 CY | $175 | $235 | $200 | $800 | 1% |
| 614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | 1 EACH | $2,100 | $2,000 | $2,500 | $2,730 | 1% |
| 47 SY |
| $20.00 |
| $5.00 |
| $10.00 |
| $250 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $88.00 | $500 | $250 | $1,500 |
| 659E00300 TOPSOIL | 16 CY | $35.00 | $175 | $100 | $65.00 |
| 659E10000 SEEDING AND MULCHING | 142 SY | $10.60 | $2.00 | $15.00 | $18.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 7 SY | $0.65 | $2.00 | $5.00 | $0.55 |
| 659E15000 INTER-SEEDING | 7 SY | $0.65 | $2.00 | $5.00 | $0.15 |
| 659E20000 COMMERCIAL FERTILIZER | 0.02 TON | $641 | $525 | $900 | $943 |
| 659E31000 LIME | 0.03 ACRE | $150 | $420 | $100 | $91.00 |
| 659E35000 WATER | 0.79 MGAL | $1.00 | $2.00 | $10.00 | $13.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE | 7 CY | $175 | $50.00 | $350 | $300 |
| 407E10000 TACK COAT | 3 GAL | $3.00 | $203 | $12.00 | $39.00 |
| 617E10100 COMPACTED AGGREGATE | 2 CY | $550 | $50.00 | $350 | $1,000 |
| 617E20000 SHOULDER PREPARATION | 32 SY | $8.00 | $119 | $20.00 | $750 |
| 644E00104 EDGE LINE, 6" | 0.02 MILE | $78,000 | $26,250 | $87,500 | $101,354 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $67.00 | $53.00 | $120 | $95.00 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.03 MILE | $6,500 | $26,250 | $7,000 | $7,894 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | — | — | $38,000 | — |
| 837E10000 LINER PIPE, 42"x29" O.D., 748.06 | 328 FT | — | — | $500 | — |
| 837E21000 BACKFILL FOR LINER PIPE | 328 FT | — | — | $42.00 | — |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | — | $16,000 | — | — |
| 611E57600 49" X 33" CONDUIT, TYPE A | 28 FT | — | $658 | — | — |
| 611E97400 CONDUIT, MISC.:CURED-IN-PLACE PIPE LINER, ARCH 49" | 64 FT | — | $500 | — | — |
| 611E97400 CONDUIT, MISC.:CURED-IN-PLACE PIPE LINER, ARCH 50" | 264 FT | — | $500 | — | — |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 833E12000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 264 FT | $440 | $116k | 38% |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 300 FT | $110 | $33k | 11% |
| 833E12000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 64 FT | $440 | $28k | 9% |
| 614E12420 DETOUR SIGNING | 1 LS | $15,000 | $15k | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $13,500 | $14k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,500 | $13k | 4% |
| 611E57600 49" X 33" CONDUIT, TYPE A | 28 FT | $375 | $11k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 230 FT | $30 | $7k | 2% |
| 602E20000 CONCRETE MASONRY | 1.6 CY | $4,100 | $7k | 2% |