Ros-US 35-32.62 OH20-01
Ross County · est $1.9M
Bid dateThursday, April 29—
Ross County · est $1.9M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 46 more items below.
| Item | Quantity | R1Allard Excavation LLC | R2Complete General Construction Company | R3Shelly & Sands INC | R4Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|
| 601E28000 DUMPED ROCK FILL, TYPE D | 6,801 CY | $51.00 | $41.50 | $44.75 | $49.00 | 30% |
| 203E10000 EXCAVATION (SPECIAL BENCHING) | 31,539 CY | $6.40 | $10.00 | $13.00 | $11.00 | 17% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $40,000 | $40,000 | $40,000 | 9% |
| 203E20000 EMBANKMENT (SPECIAL BENCHING) | 21,814 CY | $4.39 | $9.00 | $13.00 |
| Item | Quantity | R1Allard Excavation LLC | R2Complete General Construction Company | R3Shelly & Sands INC | R4Eclipse CO LLC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,550 | $4,000 | $31,000 | $13,500 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $435 | $350 | $125 | $274 |
| 202E23000 PAVEMENT REMOVED | 1,223 SY | $6.65 | $9.00 | $6.00 | $8.50 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 68 FT | $6.00 | $12.00 | $12.25 | $12.00 |
| 202E38000 GUARDRAIL REMOVED |
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 →
| $16.25 |
| 8% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 1,334 CY | $59.95 | $65.00 | $52.50 | $36.50 | 7% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 340 CY | $147 | $122 | $122 | $123 | 4% |
| 203E45130 GRANULAR MATERIAL, TYPE D | 811 TON | $55.30 | $30.00 | $36.25 | $49.00 | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 659 SY | $61.00 | $65.00 | $72.00 | $85.00 | 3% |
| 203E35110 GRANULAR MATERIAL, TYPE B | 798 CY | $47.80 | $60.00 | $64.50 | $54.00 | 3% |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 4,593 SY | $5.45 | $6.79 | $5.50 | $4.50 | 2% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $18,125 | $35,000 | $30,000 | $20,000 | 2% |
| 832E30000 EROSION CONTROL | 18,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 304E20000 AGGREGATE BASE | 365 CY | $46.60 | $50.00 | $60.00 | $58.00 | 1% |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 500 FT | $25.24 | $24.60 | $22.50 | $23.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,400 | $14,000 | $9,000 | $24,500 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 830 FT | $14.20 | $18.00 | $14.00 | $34.50 | 1% |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 60 CY | $195 | $140 | $140 | $142 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,995 | $40,000 | $25,000 | $29,000 | 1% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 51 CY | $215 | $150 | $150 | $150 | 1% |
| 644E00104 EDGE LINE, 6" | 1.4 MILE | $6,070 | $4,695 | $4,695 | $5,178 | 1% |
| 500 FT |
| $2.00 |
| $1.80 |
| $1.80 |
| $2.00 |
| 202E75000 FENCE REMOVED | 260 FT | $0.80 | $2.00 | $5.25 | $2.00 |
| 203E10000 EXCAVATION | 1,400 CY | $5.84 | $20.00 | $13.75 | $11.00 |
| 203E20000 EMBANKMENT | 1,104 CY | $6.00 | $10.00 | $18.00 | $12.00 |
| 204E10000 SUBGRADE COMPACTION | 1,306 SY | $2.35 | $2.50 | $3.25 | $1.50 |
| 204E45000 PROOF ROLLING | 0.7 HOUR | $85.00 | $300 | $300 | $200 |
| 209E60200 LINEAR GRADING | 5 STA | $260 | $480 | $350 | $500 |
| 607E15000 FENCE, TYPE 47 | 264 FT | $24.98 | $21.25 | $25.00 | $26.00 |
| 690E12010 SPECIAL - GEOTEXTILE FABRIC, 712.09, TYPE A | 6,453 SY | $1.00 | $2.50 | $0.60 | $2.50 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT U | 25 SY | $51.75 | $135 | $97.00 | $66.00 |
| 659E00300 TOPSOIL | 659 CY | $7.75 | $30.00 | $15.00 | $19.00 |
| 659E10000 SEEDING AND MULCHING | 5,932 SY | $1.00 | $2.00 | $0.75 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 297 SY | $0.05 | $0.75 | $0.75 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.8 TON | $550 | $610 | $610 | $276 |
| 659E31000 LIME | 1.2 ACRE | $75.00 | $80.00 | $80.00 | $27.50 |
| 659E35000 WATER | 32 MGAL | $3.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.3 CY | $6,425 | $7,500 | $3,250 | $2,300 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 500 FT | $9.50 | $13.00 | $10.00 | $8.50 |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 500 FT | $12.50 | $24.00 | $12.00 | $14.00 |
| 611E01400 6" CONDUIT, TYPE E 707.31 (PERFORATED) | 1,514 FT | $4.25 | $11.00 | $1.25 | $6.00 |
| 611E01500 6" CONDUIT, TYPE F, 707.33 | 346 FT | $5.30 | $22.00 | $22.00 | $8.50 |
| 611E05900 15" CONDUIT, TYPE B, 707.01 | 33 FT | $148 | $200 | $160 | $131 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $258 | $230 | $400 | $330 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 544 FT | $2.50 | $2.00 | $2.00 | $2.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1") | 518 SY | $11.45 | $16.00 | $16.00 | $17.50 |
| 407E10000 TACK COAT | 179 GAL | $1.75 | $2.20 | $2.20 | $2.20 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 14.4 CY | $305 | $285 | $285 | $285 |
| 441E50701 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (13 CY | $322 | $138 | $138 | $140 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 2,830 FT | $2.00 | $2.00 | $1.75 | $2.00 |
| 621E00100 RPM | 47 EACH | $62.50 | $76.50 | $62.50 | $69.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 47 EACH | $7.50 | $10.00 | $8.00 | $7.50 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, (ONE-WAY) | 10 EACH | $10.00 | $8.00 | $10.00 | $11.00 |
| 644E00204 LANE LINE, 6" | 0.7 MILE | $2,900 | $3,045 | $3,045 | $3,359 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $85.00 | $81.00 | $65.00 | $71.50 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,900 | $2,980 | $2,250 | $2,096 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (ONE-WAY) | 18 EACH | $24.00 | $15.00 | $7.00 | $11.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 18 EACH | $28.00 | $15.00 | $21.00 | $11.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 1.1 MILE | $1,355 | $950 | $1,355 | $1,495 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 840 FT | $1.00 | $0.95 | $1.00 | $1.00 |
| 616E10000 WATER | 110 MGAL | $1.00 | $80.00 | $41.00 | $25.50 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $1,200 | $3,000 | $3,250 | $600 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,600 | $10,000 | $18,825 | $16,895 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 601E28000 DUMPED ROCK FILL, TYPE D | 6,801 CY | $51 | $347k | 27% |
| 203E10000 EXCAVATION (SPECIAL BENCHING) | 31,539 CY | $6.4 | $202k | 16% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 8% |
| 203E20000 EMBANKMENT (SPECIAL BENCHING) | 21,814 CY | $4.39 | $96k | 7% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 1,334 CY | $59.95 | $80k | 6% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 340 CY | $146.5 | $50k | 4% |
| 203E45130 GRANULAR MATERIAL, TYPE D | 811 TON | $55.3 | $45k | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 659 SY | $61 | $40k | 3% |
| 203E35110 GRANULAR MATERIAL, TYPE B | 798 CY | $47.8 | $38k | 3% |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 4,593 SY | $5.45 | $25k | 2% |