Mah-US 224/SR 534-00.00/08.46
Mahoning County · est $4.6M
Bid dateThursday, December 4—
Mahoning County · est $4.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 90 more items below.
| Item | Quantity | R1Shelly Company | R2Karvo Companies INC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,272 CY | $210 | $225 | $220 | 38% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (4112 CY | $155 | $175 | $167 | 16% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $465,000 | $232,000 | $255,618 | 12% |
| 253E01000 PAVEMENT REPAIR (T = 19") | 750 SY | $230 | $225 | $264 | 4% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (T | 84,583 SY | $2.00 | $2.30 | $2.90 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 1.5") | 100,827 SY | $1.25 | $1.55 | $1.90 | 3% |
| 848E10001 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 1,529 SY | $77.00 |
| Item | Quantity | R1Shelly Company | R2Karvo Companies INC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 843 SY | $25.00 | $5.00 | $18.00 |
| 202E30000 WALK REMOVED | 196 SF | $8.00 | $10.00 | $20.00 |
| 202E98100 REMOVAL MISC.: BARRIER REFLECTOR | 121 EACH | $5.00 | $5.00 | $5.00 |
| 203E10000 EXCAVATION (FOR PAVEMENT REPAIR) | 50 CY | $35.00 | $20.00 | $200 |
| 209E60200 LINEAR GRADING | 203 STA | $90.00 | $75.00 | $100 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING |
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 →
| $80.84 |
| $77.00 |
| 3% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) (LONGITUDINAL) | 3,250 SY | $35.00 | $40.00 | $40.00 | 3% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,529 SY | $70.00 | $63.85 | $70.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $250,000 | $100,000 | 3% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 49,369 FT | $1.50 | $1.00 | $0.50 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 21,839 GAL | $3.10 | $2.25 | $3.05 | 2% |
| 646E10010 EDGE LINE, 6" | 21.38 MILE | $2,800 | $2,750 | $2,600 | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 687 CY | $85.00 | $110 | $108 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN @ 0.40 GAL/SY | 9,885 GAL | $4.50 | $5.50 | $3.50 | 1% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) (TRANSVERSE) | 500 SY | $70.00 | $80.00 | $164 | 1% |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 4 EACH | $8,300 | $8,400 | $8,250 | 1% |
| 253E01000 PAVEMENT REPAIR (T = 8") | 150 SY | $215 | $125 | $218 | 1% |
| 621E00100 RPM | 769 EACH | $38.00 | $39.90 | $39.70 | 1% |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 2,355 SY | $12.00 | $10.86 | $12.00 | 1% |
| 556 STA |
| $25.00 |
| $15.00 |
| $25.00 |
| 608E10000 4" CONCRETE WALK | 160 SF | $20.00 | $18.00 | $15.00 |
| 608E52001 CURB RAMP, AS PER PLAN | 36 SF | $90.00 | $50.00 | $45.00 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 11 EACH | $1,750 | $2,000 | $1,500 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $10,000 | $1,000 | $2,250 |
| 203E40000 BORROW | 5 CY | $50.00 | $200 | $50.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 |
| 659E10000 SEEDING AND MULCHING | 50 SY | $20.00 | $10.00 | $5.00 |
| 304E20000 AGGREGATE BASE (FOR PAVEMENT REPAIR) | 50 CY | $65.00 | $25.00 | $100 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $750 | $500 | $980 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 11 MILE | $995 | $1,000 | $995 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 10 MILE | $995 | $1,000 | $995 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 591 EACH | $4.00 | $1.00 | $5.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 20 EACH | $16.00 | $13.00 | $16.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 131 EACH | $16.00 | $13.00 | $16.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 193 FT | $18.00 | $25.00 | $18.00 |
| 630E80100 SIGN, FLAT SHEET | 24 SF | $28.00 | $67.50 | $28.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 18 SF | $28.00 | $67.50 | $28.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 22 EACH | $10.00 | $25.00 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 20 EACH | $20.00 | $25.00 | $20.00 |
| 646E10200 CENTER LINE | 10.69 MILE | $2,600 | $3,250 | $3,375 |
| 646E10400 STOP LINE | 103 FT | $10.00 | $12.50 | $12.00 |
| 809E69001 ADVANCE RADAR DETECTION, AS PER PLAN | 2 EACH | $8,600 | $8,660 | $8,600 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $100 | $125 | $100 |
| 614E12460 WORK ZONE MARKING SIGN | 8 EACH | $85.00 | $85.00 | $110 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $135 | $300 | $800 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 16 SNMT | $900 | $900 | $988 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 10.69 MILE | $900 | $925 | $900 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 18.49 MILE | $900 | $925 | $900 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 58.36 MILE | $450 | $600 | $450 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 103 FT | $5.00 | $4.00 | $5.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 206 FT | $4.00 | $4.00 | $4.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $1,032 | $3,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 9 SY | $100 | $59.01 | $100 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 1,325 FT | $5.00 | $1.31 | $5.00 |
| 519E10000 PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-S | 13 SY | $750 | $793 | $750 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 45 SF | $175 | $154 | $175 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $1,032 | $3,000 |
| 202E98000 REMOVAL MISC.: CHANNEL CLEANOUT | 1 LS | $10,000 | $4,644 | $10,000 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 5 CY | $550 | $304 | $550 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $1,548 | $3,000 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 406 SY | $30.00 | $12.00 | $50.00 |
| 202E38000 GUARDRAIL REMOVED | 110 FT | $2.60 | $3.00 | $2.60 |
| 407E13900 TACK COAT, 702.13 | 34 GAL | $15.00 | $2.25 | $3.50 |
| 407E20000 NON-TRACKING TACK COAT | 25 GAL | $3.10 | $2.25 | $3.05 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 80 FT | $35.00 | $28.79 | $35.00 |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 18 CY | $515 | $225 | $250 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (34 CY | $510 | $400 | $350 |
| 512E33010 TYPE 3 WATERPROOFING | 406 SY | $40.00 | $58.35 | $40.00 |
| 515E30000 HIGH EARLY STRENGTH KEYWAY GROUT | 46 FT | $100 | $58.51 | $100 |
| 517E76300 RAILING, MISC.: DEEP BEAM RAIL PANEL REPLACEMENT | 120 FT | $33.20 | $21.00 | $33.20 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 126 FT | $15.00 | $20.73 | $15.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $3,870 | $3,000 |
| 202E98000 REMOVAL MISC.: CHANNEL CLEANOUT | 1 LS | $10,000 | $7,740 | $10,000 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 20 CY | $350 | $236 | $350 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $3,096 | $3,000 |
| 202E98000 REMOVAL MISC.: CHANNEL CLEANOUT | 1 LS | $10,000 | $6,192 | $10,000 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 15 CY | $350 | $236 | $350 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $2,322 | $3,000 |
| 202E98000 REMOVAL MISC.: CHANNEL CLEANOUT | 1 LS | $10,000 | $6,192 | $10,000 |
| 601E26000 DUMPED ROCK FILL, TYPE B | 5 CY | $500 | $314 | $500 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 5 CY | $500 | $304 | $500 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $1,548 | $3,000 |
| 848E30001 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 22 CY | $350 | $473 | $350 |
| 848E50000 HAND CHIPPING | 37 SY | $200 | $191 | $200 |
| 848E50100 TEST SLAB | 1 LS | $1,000 | $3,093 | $1,000 |
| 848E50201 FULL DEPTH REPAIR, AS PER PLAN | 1 CY | $1,000 | $3,525 | $1,000 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $3,000 | $1,548 | $3,000 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 307 SY | $40.00 | $15.70 | $50.00 |
| 202E38000 GUARDRAIL REMOVED | 120 FT | $2.50 | $3.00 | $2.50 |
| 407E13900 TACK COAT, 702.13 | 25 GAL | $15.00 | $2.39 | $3.50 |
| 407E20000 NON-TRACKING TACK COAT | 19 GAL | $3.10 | $2.39 | $3.05 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 64 FT | $40.00 | $28.79 | $40.00 |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 14 CY | $615 | $225 | $250 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (25 CY | $610 | $400 | $350 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 3 SY | $100 | $149 | $100 |
| 512E33010 TYPE 3 WATERPROOFING | 307 SY | $40.00 | $58.35 | $40.00 |
| 515E30000 HIGH EARLY STRENGTH KEYWAY GROUT | 40 FT | $100 | $58.56 | $100 |
| 517E76300 RAILING, MISC.: DEEP BEAM RAIL PANEL REPLACEMENT | 120 FT | $33.20 | $21.00 | $33.20 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 139 FT | $12.00 | $20.73 | $12.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 25 SF | $175 | $154 | $175 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $30,000 | $15,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,000 | $3,000 | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $7,498 | $4,463 |
| 611E98471 CATCH BASIN, NO. 2-2B, AS PER PLAN | 1 EACH | $8,000 | $5,000 | $2,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,272 CY | $210 | $1.53M | 33% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (4112 CY | $155 | $637k | 14% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $465,000 | $465k | 10% |
| 253E01000 PAVEMENT REPAIR (T = 19") | 750 SY | $230 | $173k | 4% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (T | 84,583 SY | $2 | $169k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 1.5") | 100,827 SY | $1.25 | $126k | 3% |
| 848E10001 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 1,529 SY | $77 | $118k | 3% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) (LONGITUDINAL) | 3,250 SY | $35 | $114k | 2% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,529 SY | $70 | $107k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |