Tru-SR 11-07.68
Trumbull County · est $1.8M
Bid dateThursday, April 29—
Trumbull County · est $1.8M
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 · 18 more items below.
| Item | Quantity | R1Kirila Contractors INC | R2Shelly & Sands INC | R3Karvo Companies INC | R4Shelly Company | % of bid |
|---|---|---|---|---|---|---|
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 6,617 CY | $156 | $164 | $168 | $180 | 64% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T= 1 1/2") | 158,301 SY | $0.85 | $1.10 | $0.75 | $1.00 | 8% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 4,228 CY | $12.00 | $4.00 | $6.40 | $7.00 | 3% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) TRANSVERSE | 1,500 SY | $32.50 | $70.00 | $42.00 | $60.00 | 3% |
| Item | Quantity | R1Kirila Contractors INC | R2Shelly & Sands INC | R3Karvo Companies INC | R4Shelly Company |
|---|---|---|---|---|---|
| 209E60200 LINEAR GRADING | 404 STA | $20.00 | $40.00 | $14.00 | $40.00 |
| 659E20000 COMMERCIAL FERTILIZER | 3.02 TON | $250 | $650 | $700 | $250 |
| 659E31000 LIME | 4.64 ACRE | $50.00 | $197 | $1.00 | $25.00 |
| 659E35000 WATER | 121.2 MGAL | $1.00 | $3.00 | $0.05 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 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 →
| 407E20000 NON-TRACKING TACK COAT @ 0.09 GAL/SY | 14,248 GAL | $3.00 | $3.00 | $2.00 | $2.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $42,000 | $96,937 | $200,000 | $243,000 | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN (T= 2") | 791 CY | $50.00 | $70.00 | $55.00 | $60.00 | 2% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441), LONGITUDINAL | 1,500 SY | $22.50 | $40.00 | $30.00 | $30.00 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $28,394 | $40,000 | $120,510 | $100,000 | 2% |
| 408E10001 PRIME COAT, AS PER PLAN @ 0.4 GAL/SY | 6,543 GAL | $4.00 | $3.00 | $3.75 | $3.00 | 2% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $650 | $300 | $650 | $650 | 1% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 32 SNMT | $530 | $900 | $650 | $900 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $45.00 | $67.00 | $65.00 | $65.00 | 1% |
| 621E00100 RPM | 456 EACH | $28.65 | $27.50 | $27.50 | $27.50 | 1% |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 14 MILE | $700 | $1,300 | $850 | $850 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,500 | $2,000 | $1,500 | $1,500 | 1% |
| 659E10000 SEEDING AND MULCHING | 22,446 SY | $0.40 | $0.85 | $0.50 | $0.62 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,903 | $4,883 | $15,000 | $5,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,850 | $4,000 | $2,000 | $3,000 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 14.34 MILE | $615 | $940 | $615 | $663 | 1% |
| $1.00 |
| $1.00 |
| $1.00 |
| $1.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 365 EACH | $5.00 | $6.00 | $1.00 | $5.00 |
| 642E00204 LANE LINE, 6", TYPE 1 | 4.58 MILE | $500 | $630 | $500 | $314 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 6,900 FT | $0.65 | $0.92 | $0.65 | $0.95 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 4,920 FT | $0.50 | $0.76 | $0.50 | $0.80 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 700 FT | $4.31 | $9.00 | $9.00 | $4.31 |
| 646E10620 CHEVRON MARKING | 510 FT | $4.79 | $9.00 | $9.00 | $4.79 |
| 614E12460 WORK ZONE MARKING SIGN | 36 EACH | $85.00 | $85.00 | $85.00 | $85.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $175 | $400 | $200 | $115 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 4.58 MILE | $700 | $700 | $700 | $450 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 4.58 MILE | $700 | $700 | $700 | $450 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 14.34 MILE | $575 | $575 | $575 | $400 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 6,900 FT | $0.75 | $0.75 | $0.75 | $0.55 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 6,900 FT | $0.75 | $0.75 | $0.75 | $0.55 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10301 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 6,617 CY | $155.5 | $1.03M | 62% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T= 1 1/2") | 158,301 SY | $0.85 | $135k | 8% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 4,228 CY | $12 | $51k | 3% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) TRANSVERSE | 1,500 SY | $32.5 | $49k | 3% |
| 407E20000 NON-TRACKING TACK COAT @ 0.09 GAL/SY | 14,248 GAL | $3 | $43k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $42,000 | $42k | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN (T= 2") | 791 CY | $50 | $40k | 2% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441), LONGITUDINAL | 1,500 SY | $22.5 | $34k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $28,394 | $28k | 2% |
| 408E10001 PRIME COAT, AS PER PLAN @ 0.4 GAL/SY | 6,543 GAL | $4 | $26k | 2% |