MOE-SR 78-08.35
MOE County · est $0.4M
Bid dateThursday, December 18—
MOE County · est $0.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 27 more items below.
| Item | Quantity | R1S.t.a.r.t., LLC | R2Alan Stone CO INC | R3Lms Construction INC | R4R C Construction Company And Son INC | % of bid |
|---|---|---|---|---|---|---|
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 1,213 CY | $62.81 | $90.00 | $125 | $150 | 19% |
| 203E10000 EXCAVATION | 1,971 CY | $24.71 | $25.00 | $20.00 | $25.00 | 12% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 72 CY | $506 | $400 | $475 | $600 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,360 | $65,000 | $25,000 | $25,000 | 8% |
| 203E20000 EMBANKMENT | 1,000 CY | $26.69 | $15.00 | $22.00 | $30.00 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 42 CY | $515 | $420 | $450 | $575 |
| Item | Quantity | R1S.t.a.r.t., LLC | R2Alan Stone CO INC | R3Lms Construction INC | R4R C Construction Company And Son INC |
|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 250 FT | $2.53 | $7.50 | $1.00 | $5.00 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 1 EACH | $180 | $470 | $100 | $1,000 |
| 204E10000 SUBGRADE COMPACTION | 261 SY | $9.92 | $5.00 | $5.00 | $2.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $3,610 | $3,700 | $2,300 | $3,000 |
| 659E10000 SEEDING AND MULCHING |
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 →
| 6% |
| 624E10000 MOBILIZATION | 1 LS | $20,250 | $20,000 | $30,000 | $25,000 | 5% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN(NO. 8 AGGREGATE) | 212 CY | $91.29 | $110 | $150 | $200 | 5% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 161 CY | $119 | $100 | $140 | $200 | 5% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $16,500 | $15,000 | $33,000 | $25,000 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED (32") | 390 FT | $39.00 | $30.77 | $40.00 | $35.00 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2") | 1,231 SY | $9.45 | $12.00 | $7.00 | $25.00 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,500 | $8,700 | $2,000 | $15,000 | 2% |
| 304E20000 AGGREGATE BASE | 44 CY | $185 | $150 | $175 | $150 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,050 | $7,000 | $20,000 | $18,500 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 200 FT | $27.20 | $30.00 | $25.00 | $32.00 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM, (TWO WAY) | 1 EACH | $5,169 | $1,700 | $3,000 | $20,000 | 1% |
| 202E23000 PAVEMENT REMOVED | 197 SY | $25.48 | $10.00 | $14.00 | $30.00 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,381 | $3,600 | $2,400 | $3,000 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 187.5 FT | $24.87 | $30.00 | $22.00 | $30.00 | 1% |
| 1,739 SY |
| $2.10 |
| $2.00 |
| $2.50 |
| $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.24 TON | $1,749 | $650 | $800 | $2,500 |
| 659E31000 LIME | 0.36 ACRE | $1,219 | $930 | $200 | $2,000 |
| 659E35000 WATER | 10 MGAL | $1.00 | $120 | $2.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 936 SY | $2.56 | $1.00 | $3.00 | $10.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $512 | $220 | $200 | $200 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 32 FT | $30.06 | $50.00 | $30.00 | $40.00 |
| 611E01400 6" CONDUIT, TYPE E 707.31 (PERFORATED) | 450 FT | $10.32 | $10.00 | $25.00 | $40.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $627 | $900 | $250 | $375 |
| 407E10000 TACK COAT | 132 GAL | $4.20 | $4.00 | $3.00 | $10.00 |
| 605E31100 AGGREGATE DRAINS | 26 FT | $100 | $70.00 | $20.00 | $50.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 12 FT | $20.00 | $25.00 | $20.00 | $40.00 |
| 630E08600 SIGN POST REFLECTOR | 2 EACH | $45.00 | $50.00 | $28.00 | $250 |
| 630E80100 SIGN, FLAT SHEET | 9 SF | $25.00 | $30.00 | $20.00 | $250 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $10.00 | $10.00 | $10.00 | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $15.00 | $15.00 | $10.00 | $50.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.18 MILE | $13,011 | $3,900 | $2,500 | $28,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.09 MILE | $15,570 | $7,400 | $5,500 | $28,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (TWO WAY) | 10 EACH | $11.64 | $35.00 | $25.00 | $50.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 10 EACH | $19.88 | $40.00 | $30.00 | $50.00 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.18 MILE | $11,400 | $12,000 | $8,000 | $25,000 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 22 FT | $7.03 | $15.00 | $5.00 | $100 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 1,213 CY | $62.81 | $76k | 18% |
| 203E10000 EXCAVATION | 1,971 CY | $24.71 | $49k | 11% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 72 CY | $506 | $36k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,360 | $30k | 7% |
| 203E20000 EMBANKMENT | 1,000 CY | $26.69 | $27k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 42 CY | $515 | $22k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,250 | $20k | 5% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN(NO. 8 AGGREGATE) | 212 CY | $91.29 | $19k | 5% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 161 CY | $118.54 | $19k | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $16,500 | $17k | 4% |