Col-US 30-31.21, Col-SR 39-19.83
Columbiana County · est $8.0M
Bid dateThursday, December 1—
Columbiana County · est $8.0M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 40 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company | R3Nls Paving, INC | % of bid |
|---|---|---|---|---|---|
| 442E10351 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 11,749 CY | $228 | $245 | $265 | 42% |
| 622E10100 CONCRETE BARRIER, SINGLE SLOPE, TYPE B1 | 9,270 FT | $135 | $103 | $112 | 19% |
| 305E13010 9" CONCRETE BASE, CLASS QC 1P | 4,577 SY | $75.00 | $95.00 | $90.00 | 5% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 280,904 SY | $0.90 | $1.25 | $2.25 | 4% |
| 622E25006 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 44 EACH | $5,000 | $2,950 | $3,400 |
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company | R3Nls Paving, INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,600 | $15,000 | $32,000 |
| 202E23500 WEARING COURSE REMOVED | 985 SY | $6.80 | $10.00 | $15.00 |
| 622E10200 BARRIER TRANSITION | 4 EACH | $6,500 | $6,000 | $7,000 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 2 EACH | $2,100 | $1,100 | $1,650 |
| 611E99500 INLET, MISC.:CLEANOUT INLET |
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% |
| 202E30700 CONCRETE BARRIER REMOVED | 10,290 FT | $20.45 | $25.00 | $11.00 | 3% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $200,451 | $420,000 | $375,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | $250,000 | 3% |
| 251E01010 PARTIAL DEPTH PAVEMENT REPAIR (441) | 500 CY | $350 | $360 | $450 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 22,020 FT | $6.25 | $21.00 | $16.50 | 2% |
| 611E99101 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1, AS | 14 EACH | $9,500 | $9,000 | $5,000 | 2% |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 25.2 MILE | $4,000 | $4,000 | $4,900 | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,452 CY | $60.00 | $65.00 | $75.00 | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,500 | $2,500 | $2,620 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 23,973 GAL | $3.00 | $2.85 | $3.20 | 1% |
| 254E01600 PATCHING PLANED SURFACE | 8,430 SY | $8.50 | $0.75 | $3.25 | 1% |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 43.02 MILE | $1,585 | $1,200 | $5,000 | 1% |
| 255E10011 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 150 SY | $450 | $350 | $575 | 1% |
| 617E20001 SHOULDER PREPARATION, AS PER PLAN | 26,153 SY | $1.75 | $0.45 | $3.50 | 1% |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 13,247 FT | $3.25 | $3.25 | $2.55 | 1% |
| 14 EACH |
| $615 |
| $1,800 |
| $1,600 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 500 FT | $6.45 | $4.15 | $10.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 10,462 GAL | $3.50 | $3.75 | $4.25 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 6,184 CY | $1.50 | $7.00 | $5.00 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 97,304 FT | $0.30 | $0.30 | $0.25 |
| 621E00100 RPM | 1,090 EACH | $29.50 | $29.50 | $30.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,090 EACH | $5.00 | $4.00 | $9.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, 1-WAY | 106 EACH | $8.50 | $18.75 | $18.75 |
| 646E10400 STOP LINE | 173 FT | $12.50 | $12.50 | $15.25 |
| 646E10510 CROSSWALK LINE, 12" | 362 FT | $10.00 | $10.00 | $7.00 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 181 FT | $12.50 | $12.50 | $14.50 |
| 646E10620 CHEVRON MARKING | 1,006 FT | $12.50 | $12.50 | $14.50 |
| 646E20300 LANE ARROW | 14 EACH | $225 | $225 | $295 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 11.62 MILE | $2,000 | $2,000 | $2,812 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 5,312 FT | $2.50 | $2.50 | $1.55 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.70 | $1.70 | $2.00 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $5,900 | $5,900 | $7,392 |
| 850E20130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.50 | $2.50 | $3.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 250 HOUR | $80.00 | $65.00 | $95.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $2,180 | $2,350 |
| 614E12460 WORK ZONE MARKING SIGN | 12 EACH | $85.00 | $85.00 | $92.00 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 12 EACH | $185 | $185 | $92.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (1-WAY) | 440 EACH | $8.00 | $22.52 | $18.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 440 EACH | $13.50 | $22.52 | $24.00 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 21.14 MILE | $1,200 | $900 | $2,000 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 21.14 MILE | $650 | $650 | $950 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 43.02 MILE | $650 | $650 | $1,200 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 21,686 FT | $1.25 | $1.00 | $1.75 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 21,686 FT | $0.75 | $0.75 | $0.60 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 173 FT | $5.00 | $5.00 | $10.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 173 FT | $5.00 | $5.00 | $9.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 24 SNMT | $650 | $650 | $1,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $24,725 | $55,000 | $50,000 |
| 619E16020 FIELD OFFICE, TYPE C | 4 MNTH | $2,500 | $1,500 | $4,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $10,000 | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10351 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 11,749 CY | $228 | $2.68M | 39% |
| 622E10100 CONCRETE BARRIER, SINGLE SLOPE, TYPE B1 | 9,270 FT | $135 | $1.25M | 18% |
| 305E13010 9" CONCRETE BASE, CLASS QC 1P | 4,577 SY | $75 | $343k | 5% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 280,904 SY | $0.9 | $253k | 4% |
| 622E25006 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 44 EACH | $5,000 | $220k | 3% |
| 202E30700 CONCRETE BARRIER REMOVED | 10,290 FT | $20.45 | $210k | 3% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $200,451 | $200k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 251E01010 PARTIAL DEPTH PAVEMENT REPAIR (441) | 500 CY | $350 | $175k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 22,020 FT | $6.25 | $138k | 2% |