Tru-SR 534-19.12
Trumbull County · est $1.8M
Bid dateThursday, May 23—
Trumbull County · est $1.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 41 more items below.
| Item | Quantity | R1Ronyak Paving INC | R2Shelly & Sands INC | R3Karvo Companies INC | R4Shelly Company | % of bid |
|---|---|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,391 CY | $205 | $200 | $215 | $200 | 51% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=1.75") | 74,976 SY | $1.25 | $1.00 | $1.15 | $1.75 | 7% |
| 422E11000 AGGREGATE, SINGLE CHIP SEAL, TYPE A | 72,355 SY | $1.00 | $1.75 | $0.83 | $1.75 | 5% |
| 422E25000 EMULSION, CHIP SEAL @ 0.40 GAL/SY | 28,942 GAL | $2.25 | $2.80 | $4.90 | $2.80 | 5% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) (LONGITUDINAL) | 2,000 SY | $31.00 | $35.00 | $25.00 | $40.00 | 5% |
| 253E01000 PAVEMENT REPAIR | 400 SY | $120 | $158 | $60.00 |
| Item | Quantity | R1Ronyak Paving INC | R2Shelly & Sands INC | R3Karvo Companies INC | R4Shelly Company |
|---|---|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 28 SY | $50.00 | $20.00 | $5.00 | $20.00 |
| 202E98100 REMOVAL MISC.:BARRIER REFLECTOR | 3 EACH | $10.00 | $30.00 | $25.00 | $20.00 |
| 203E10000 EXCAVATION | 67 CY | $70.00 | $25.00 | $10.00 | $28.00 |
| 209E60200 LINEAR GRADING | 495 STA | $15.00 | $40.00 | $35.00 | $34.00 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 494 STA |
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 →
| $215 |
| 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $45,700 | $80,168 | $80,000 | $210,000 | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN, (T = 2") | 609 CY | $75.00 | $65.00 | $95.00 | $80.00 | 3% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) (TRANSVERSE) | 600 SY | $62.00 | $107 | $50.00 | $60.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $35,540 | $40,000 | $100,000 | $40,000 | 3% |
| 646E10010 EDGE LINE, 6" | 9.38 MILE | $3,010 | $2,995 | $2,995 | $3,010 | 2% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 55 CY | $400 | $350 | $300 | $200 | 2% |
| 512E33010 TYPE 3 WATERPROOFING | 446 SY | $45.00 | $45.00 | $45.00 | $45.00 | 1% |
| 621E00100 RPM | 342 EACH | $42.00 | $37.95 | $37.95 | $42.00 | 1% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 33 CY | $400 | $350 | $300 | $200 | 1% |
| 646E10200 CENTER LINE | 4.69 MILE | $2,576 | $3,500 | $3,500 | $2,576 | 1% |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 598 SY | $20.00 | $33.00 | $20.00 | $31.00 | 1% |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 9.38 MILE | $1,225 | $985 | $985 | $975 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,129 | $4,000 | $18,275 | $2,500 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 5,329 GAL | $2.00 | $3.05 | $1.00 | $3.00 | 1% |
| $15.00 |
| $30.00 |
| $20.00 |
| $33.00 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $2,500 | $2,000 | $800 | $5,000 |
| 659E10000 SEEDING AND MULCHING | 13,750 SY | $0.50 | $0.88 | $1.00 | $0.88 |
| 659E20000 COMMERCIAL FERTILIZER | 1.86 TON | $450 | $915 | $2,000 | $250 |
| 659E31000 LIME | 2.84 ACRE | $80.00 | $158 | $0.01 | $25.00 |
| 659E35000 WATER | 74.25 MGAL | $1.00 | $0.50 | $1.00 | $0.50 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE | 67 CY | $40.00 | $35.00 | $25.00 | $60.00 |
| 408E10001 PRIME COAT, AS PER PLAN @ 0.40 GAL/SY | 4,384 GAL | $2.00 | $3.50 | $5.00 | $5.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 1 CY | $250 | $1,500 | $125 | $350 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $450 | $1,100 | $450 | $600 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4.69 MILE | $1,500 | $1,450 | $1,450 | $1,650 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 4.69 MILE | $1,500 | $6,000 | $4,000 | $5,930 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 274 EACH | $1.00 | $5.00 | $1.00 | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 12 EACH | $40.00 | $25.00 | $100 | $20.00 |
| 646E10400 STOP LINE | 33 FT | $15.00 | $12.00 | $12.00 | $15.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $100 | $85.00 | $100 | $100 |
| 614E12460 WORK ZONE MARKING SIGN | 6 EACH | $65.00 | $65.00 | $65.00 | $65.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $200 | $500 | $200 | $175 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $850 | $850 | $850 | $850 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 4.69 MILE | $1,000 | $800 | $800 | $975 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 9.38 MILE | $675 | $535 | $535 | $550 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 66 FT | $3.30 | $3.00 | $3.00 | $5.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 33 FT | $3.20 | $3.00 | $3.00 | $5.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $3,000 | $3,000 | $3,000 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $500 | $500 | $500 | $500 |
| 407E20000 NON-TRACKING TACK COAT | 86 GAL | $20.00 | $3.05 | $2.75 | $3.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 81 FT | $40.00 | $40.00 | $40.00 | $40.00 |
| 515E30000 HIGH EARLY STRENGTH KEYWAY GROUT | 183 FT | $50.00 | $50.00 | $50.00 | $50.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $3,000 | $3,000 | $3,000 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $500 | $500 | $500 | $500 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 356 SY | $20.00 | $20.00 | $20.00 | $18.00 |
| 407E20000 NON-TRACKING TACK COAT | 52 GAL | $20.00 | $3.05 | $2.75 | $3.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 83 FT | $40.00 | $40.00 | $40.00 | $40.00 |
| 515E30000 HIGH EARLY STRENGTH KEYWAY GROUT | 28 FT | $50.00 | $50.00 | $50.00 | $50.00 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,500 | $3,000 | $3,000 | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,580 | $3,000 | $2,500 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,391 CY | $205 | $695k | 46% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=1.75") | 74,976 SY | $1.25 | $94k | 6% |
| 422E11000 AGGREGATE, SINGLE CHIP SEAL, TYPE A | 72,355 SY | $1 | $72k | 5% |
| 422E25000 EMULSION, CHIP SEAL @ 0.40 GAL/SY | 28,942 GAL | $2.25 | $65k | 4% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) (LONGITUDINAL) | 2,000 SY | $31 | $62k | 4% |
| 253E01000 PAVEMENT REPAIR | 400 SY | $120 | $48k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $45,700 | $46k | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN, (T = 2") | 609 CY | $75 | $46k | 3% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) (TRANSVERSE) | 600 SY | $62 | $37k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $35,540 | $36k | 2% |