Asd-US 250-12.22
Ashland County · est $1.6M
Bid dateThursday, May 7—
Ashland County · est $1.6M
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 · 56 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | R3Karvo Companies INC | R4Barbicas Construction Company INC | % of bid |
|---|---|---|---|---|---|---|
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,792 CY | $146 | $167 | $158 | $175 | 55% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 505 CY | $210 | $180 | $200 | $180 | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $68,825 | $77,970 | $70,000 | $100,000 | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 90,624 SY | $0.75 | $0.60 | $0.90 |
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | R3Karvo Companies INC | R4Barbicas Construction Company INC |
|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 737.5 FT | $1.80 | $1.80 | $1.80 | $1.80 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 437.5 FT | $11.20 | $11.20 | $11.20 | $11.20 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $95.00 | $95.00 | $95.00 | $95.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 8 EACH |
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 →
| $1.50 |
| 7% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $95,000 | $40,000 | 4% |
| 407E20000 NON-TRACKING TACK COAT | 7,267 GAL | $3.00 | $2.50 | $2.20 | $3.40 | 2% |
| 617E10100 COMPACTED AGGREGATE | 487 CY | $40.00 | $35.00 | $30.00 | $80.00 | 2% |
| AA2 644E00104 EDGE LINE, 6" (ALTERNATE 2) | 4.1 MILE | $3,200 | $3,300 | $3,330 | $3,200 | 1% |
| 606E26000 ANCHOR ASSEMBLY, TYPE B | 8 EACH | $1,565 | $1,565 | $1,565 | $1,565 | 1% |
| 606E13000 GUARDRAIL, TYPE 5 | 737.5 FT | $16.40 | $16.40 | $16.40 | $16.40 | 1% |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 1,410 SY | $8.00 | $6.80 | $12.99 | $6.80 | 1% |
| 621E00100 RPM | 410 EACH | $25.90 | $28.20 | $28.20 | $29.50 | 1% |
| 209E60500 LINEAR GRADING | 8.58 MILE | $1,200 | $700 | $1,400 | $400 | 1% |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 19 EACH | $500 | $450 | $220 | $450 | 1% |
| AA2 644E00300 CENTER LINE (ALTERNATE 2) | 1.9 MILE | $4,825 | $5,000 | $5,020 | $4,825 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 3,322 GAL | $2.75 | $3.00 | $4.00 | $4.50 | 1% |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 1,000 SY | $8.00 | $6.80 | $12.99 | $6.80 | 1% |
| 253E02000 PAVEMENT REPAIR | 30 CY | $260 | $320 | $210 | $220 | 1% |
| 203E20001 EMBANKMENT, AS PER PLAN | 114 CY | $64.50 | $64.50 | $64.50 | $64.50 | 1% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 35 CY | $200 | $100 | $220 | $150 | 1% |
| $115 |
| $115 |
| $115 |
| $115 |
| 202E47200 BRIDGE TERMINAL ASSEMBLY REMOVED FOR REUSE | 4 EACH | $65.00 | $65.00 | $65.00 | $65.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 21.32 STA | $40.00 | $40.00 | $40.00 | $40.00 |
| 209E80000 GRADING MAILBOX APPROACHES | 3 EACH | $50.00 | $10.00 | $140 | $200 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 125 FT | $11.60 | $11.60 | $11.60 | $11.60 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 600 FT | $4.40 | $4.40 | $4.90 | $4.90 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $770 | $770 | $770 | $770 |
| 606E35010 BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 | 4 EACH | $1,035 | $1,035 | $1,035 | $1,035 |
| 832E30000 EROSION CONTROL | 2,400 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 254E01600 PATCHING PLANED SURFACE | 459 SY | $3.00 | $1.25 | $0.50 | $3.00 |
| 617E20000 SHOULDER PREPARATION | 8,290 SY | $0.15 | $0.10 | $0.29 | $0.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 400 EACH | $3.00 | $5.00 | $2.30 | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 38 EACH | $7.15 | $7.15 | $7.15 | $7.15 |
| 646E10010 EDGE LINE, 6" | 0.16 MILE | $19,530 | $15,000 | $15,000 | $625 |
| 646E10200 CENTER LINE | 0.08 MILE | $19,670 | $20,000 | $20,000 | $750 |
| AA2 644E00404 CHANNELIZING LINE, 12" (ALTERNATE 2) | 886 FT | $2.00 | $2.05 | $2.05 | $2.00 |
| AA2 644E00500 STOP LINE (ALTERNATE 2) | 154 FT | $6.00 | $6.20 | $6.25 | $6.00 |
| AA2 644E00700 TRANSVERSE/DIAGONAL LINE (ALTERNATE 2) | 824 FT | $6.00 | $6.20 | $6.25 | $6.00 |
| AA2 644E01300 LANE ARROW (ALTERNATE 2) | 8 EACH | $95.00 | $98.00 | $100 | $95.00 |
| AA2 644E01510 DOTTED LINE, 6" (ALTERNATE 2) | 700 FT | $1.30 | $1.35 | $1.35 | $1.30 |
| AB2 644E00104 EDGE LINE, 6" (ALTERNATE 2) | 1.68 MILE | $3,500 | $3,625 | $3,640 | $3,500 |
| AB2 644E00300 CENTER LINE (ALTERNATE 2) | 0.78 MILE | $4,825 | $5,000 | $5,020 | $4,825 |
| AB2 644E00404 CHANNELIZING LINE, 12" (ALTERNATE 2) | 289 FT | $2.50 | $2.60 | $2.60 | $2.50 |
| AB2 644E00500 STOP LINE (ALTERNATE 2) | 72 FT | $4.50 | $4.65 | $4.70 | $4.50 |
| AB2 644E00700 TRANSVERSE/DIAGONAL LINE (ALTERNATE 2) | 252 FT | $6.00 | $6.20 | $6.25 | $6.00 |
| AB2 644E01300 LANE ARROW (ALTERNATE 2) | 10 EACH | $95.00 | $98.00 | $100 | $95.00 |
| AB2 644E01510 DOTTED LINE, 6" (ALTERNATE 2) | 600 FT | $2.25 | $2.30 | $2.35 | $2.25 |
| AC2 644E00104 EDGE LINE, 6" (ALTERNATE 2) | 1.22 MILE | $3,500 | $3,625 | $3,640 | $3,500 |
| AC2 644E00300 CENTER LINE (ALTERNATE 2) | 0.61 MILE | $4,825 | $5,000 | $5,020 | $4,825 |
| AC2 644E00404 CHANNELIZING LINE, 12" (ALTERNATE 2) | 230 FT | $2.50 | $2.60 | $2.60 | $2.50 |
| AC2 644E00500 STOP LINE (ALTERNATE 2) | 82 FT | $6.00 | $6.20 | $6.25 | $6.00 |
| AC2 644E00700 TRANSVERSE/DIAGONAL LINE (ALTERNATE 2) | 212 FT | $6.00 | $6.20 | $6.25 | $6.00 |
| AC2 644E01300 LANE ARROW (ALTERNATE 2) | 8 EACH | $95.00 | $98.00 | $100 | $95.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $70.00 | $60.00 | $65.00 | $75.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $5,000 | $5,000 | $5,000 |
| 614E12460 WORK ZONE MARKING SIGN | 40 EACH | $50.00 | $50.00 | $50.00 | $100 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $900 | $900 | $900 | $1,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 6.72 MILE | $900 | $900 | $900 | $900 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 1,405 FT | $0.75 | $0.75 | $0.75 | $0.75 |
| 614E25620 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 | 1,288 FT | $3.00 | $3.00 | $3.00 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 308 FT | $3.00 | $3.00 | $3.00 | $3.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 22 EACH | $40.00 | $40.00 | $40.00 | $40.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 131 SY | $22.50 | $23.50 | $19.50 | $23.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 131 SY | $24.00 | $19.50 | $16.93 | $19.50 |
| 518E12500 SCUPPER, MISC.: CLEANOUT | 3 EACH | $150 | $300 | $195 | $300 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK | 6 SY | $780 | $490 | $123 | $490 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 201 SY | $22.50 | $23.50 | $27.50 | $23.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 201 SY | $24.00 | $19.50 | $16.93 | $19.50 |
| 518E12500 SCUPPER, MISC.: CLEANOUT | 8 EACH | $105 | $300 | $195 | $300 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK | 6 SY | $780 | $490 | $123 | $490 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $3,000 | $1,500 | $3,000 | $10,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $4,750 | $5,000 | $10,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,000 | $1,000 | $2,560 | $2,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,792 CY | $146 | $554k | 49% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 505 CY | $210 | $106k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $68,825 | $69k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 90,624 SY | $0.75 | $68k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 4% |
| 407E20000 NON-TRACKING TACK COAT | 7,267 GAL | $3 | $22k | 2% |
| 617E10100 COMPACTED AGGREGATE | 487 CY | $40 | $19k | 2% |
| AA2 644E00104 EDGE LINE, 6" (ALTERNATE 2) | 4.1 MILE | $3,200 | $13k | 1% |
| 606E26000 ANCHOR ASSEMBLY, TYPE B | 8 EACH | $1,565 | $13k | 1% |
| 606E13000 GUARDRAIL, TYPE 5 | 737.5 FT | $16.4 | $12k | 1% |