Sta-US 62-26.72
Stark County · est $6.0M
Bid dateThursday, March 9—
Stark County · est $6.0M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 124 more items below.
| Item | Quantity | R1Shelly Company | R2Karvo Companies INC | % of bid |
|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 11,342 CY | $190 | $208 | 45% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $475,000 | $355,000 | 10% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2342 CY | $155 | $205 | 7% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (T = 1 | 259,202 SY | $1.00 | $1.18 | 5% |
| 833E10000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 175 FT | $1,230 | $575 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $250,020 | 4% |
| 305E15010 11" CONCRETE BASE, CLASS QC 1P | 1,520 SY | $110 | $75.00 | 3% |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 29.57 MILE | $4,250 | $4,250 | 3% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 2,000 SY | $60.00 | $45.00 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,068 CY | $55.00 | $40.00 | 2% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,250 | $2,250 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 2 1/2") | 67,423 SY | $1.25 | $2.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 33,659 GAL | $2.50 | $2.75 | 2% |
| 441E00100 ANTI-SEGREGATION EQUIPMENT | 8,820 CY | $8.35 | $3.25 | 2% |
| 203E10000 EXCAVATION | 2,134 CY | $32.00 | $15.00 | 1% |
| 253E01000 PAVEMENT REPAIR | 400 SY | $150 | $100 | 1% |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 6 EACH | $9,250 | $9,250 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 14,888 GAL | $3.50 | $5.00 | 1% |
| 621E00100 RPM | 1,094 EACH | $33.75 | $42.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $25,000 | 1% |
| Item | Quantity | R1Shelly Company | R2Karvo Companies INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $2,500 |
| 202E20010 HEADWALL REMOVED | 3 EACH | $200 | $500 |
| 202E23000 PAVEMENT REMOVED | 645 SY | $10.00 | $20.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 74 FT | $90.00 | $40.00 |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 73 FT | $80.00 | $18.00 |
| 203E10000 EXCAVATION (FOR PAVEMENT REPAIR) | 67 CY | $30.00 | $15.00 |
| 203E20000 EMBANKMENT | 37 CY | $35.00 | $30.00 |
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 →
| 204E10000 SUBGRADE COMPACTION | 1,569 SY | $2.00 | $2.00 |
| 209E60200 LINEAR GRADING | 398 STA | $68.00 | $40.00 |
| 690E12060 SPECIAL - PAVEMENT OVERLAY FABRIC COMPOSITE | 339 SY | $30.60 | $30.60 |
| 690E98000 SPECIAL - VERTICAL CLEARANCE | 2 EACH | $1,280 | $640 |
| 690E98400 SPECIAL - AS-BUILT CONSTRUCTION RECORD DRAWINGS | 1 LS | $5,000 | $980 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $1,500 | $1,480 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 2 CY | $650 | $500 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $25.00 | $200 |
| 659E00300 TOPSOIL | 269 CY | $30.00 | $47.00 |
| 659E10000 SEEDING AND MULCHING | 24,539 SY | $0.95 | $0.60 |
| 659E14000 REPAIR SEEDING AND MULCHING | 121 SY | $0.95 | $3.00 |
| 659E15000 INTER-SEEDING | 121 SY | $0.45 | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 3.3 TON | $300 | $1,200 |
| 659E31000 LIME | 5.08 ACRE | $25.00 | $0.01 |
| 659E35000 WATER | 132.4 MGAL | $0.10 | $0.01 |
| 670E00700 DITCH EROSION PROTECTION | 178 SY | $1.50 | $4.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,475 | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $3,040 | $5,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $8,520 | $8,000 |
| 832E30000 EROSION CONTROL | 20,000 EACH | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 19 SY | $5.00 | $10.00 |
| 602E20000 CONCRETE MASONRY | 1.23 CY | $2,000 | $5,025 |
| 611E08900 21" CONDUIT, TYPE B, 707.12 OR 707.24 | 18 FT | $320 | $215 |
| 611E52200 14" X 23" CONDUIT, TYPE A, 706.04 | 80 FT | $265 | $220 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SHEET 13A | 340 SY | $18.00 | $8.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 2,400 FT | $5.50 | $2.75 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 124 CY | $155 | $200 |
| 304E20000 AGGREGATE BASE | 260 CY | $68.00 | $65.00 |
| 304E20000 AGGREGATE BASE (FOR PAVEMENT REPAIR) | 67 CY | $50.00 | $35.00 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 136 CY | $210 | $275 |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (136 CY | $175 | $200 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 144,672 FT | $0.20 | $0.14 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 16,749 LB | $1.90 | $1.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 876 EACH | $5.00 | $1.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 185 FT | $10.00 | $10.00 |
| 630E80100 SIGN, FLAT SHEET | 30 SF | $20.00 | $20.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 20 SF | $20.00 | $20.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 22 EACH | $20.00 | $20.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 17 EACH | $10.00 | $10.00 |
| 642E01322 WRONG WAY ARROW, TYPE 1 | 5 EACH | $250 | $250 |
| 646E10200 CENTER LINE | 0.01 MILE | $35,000 | $35,000 |
| 646E10400 STOP LINE | 535 FT | $10.00 | $10.00 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 520 FT | $10.00 | $10.00 |
| 646E20300 LANE ARROW | 33 EACH | $150 | $150 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 13.7 MILE | $2,075 | $2,075 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 7,095 FT | $2.85 | $2.85 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 4,200 FT | $1.95 | $1.95 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.00 | $1.00 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.90 | $1.90 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $5,000 | $5,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 200 HOUR | $75.00 | $85.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,800 | $1,800 |
| 614E12420 DETOUR SIGNING | 1 LS | $2,400 | $3,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $125 | $200 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 23 EACH | $7.50 | $7.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 23 EACH | $15.00 | $15.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $900 | $900 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 16.2 MILE | $425 | $675 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 13.7 MILE | $425 | $675 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.02 MILE | $10,000 | $1,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.01 MILE | $10,000 | $25,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 29.84 MILE | $400 | $615 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 4,680 FT | $0.50 | $0.50 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 5,400 FT | $0.75 | $0.65 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 2,970 FT | $0.50 | $0.50 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 3,800 FT | $0.75 | $0.65 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 728 FT | $2.00 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 523 FT | $2.00 | $3.00 |
| 616E10000 WATER | 20 MGAL | $10.00 | $0.26 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,115 FT | $25.00 | $30.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $900 | $900 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,912 SY | $13.55 | $13.56 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 120 SY | $17.50 | $17.48 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 1,842 FT | $1.80 | $1.78 |
| 512E75500 SPECIAL - SEALING, SEALING OF CONCRETE SURFACES | 120 SY | $38.00 | $38.00 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 228 SF | $110 | $110 |
| 519E12304 PATCHING CONCRETE BRIDGE DECK - TYPE C | 40 SY | $540 | $540 |
| 530E00800 SPECIAL - STRUCTURES: CONCRETE SPALL REMOVAL | 120 SY | $41.65 | $41.63 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 228 SF | $126 | $126 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $900 | $900 |
| 203E40000 BORROW | 5 CY | $105 | $105 |
| 530E00600 SPECIAL - STRUCTURES: REPAIR OF DETERIORATED SURFA | 773 SF | $3.20 | $3.19 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 5 CY | $242 | $242 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,350 | $1,350 |
| 202E98000 REMOVAL MISC.: DEBRIS REMOVAL | 1 LS | $1,350 | $1,350 |
| 203E40000 BORROW | 10 CY | $105 | $105 |
| 530E00600 SPECIAL - STRUCTURES: REPAIR OF DETERIORATED SURFA | 735 SF | $3.20 | $3.19 |
| 601E26000 DUMPED ROCK FILL, TYPE B | 10 CY | $242 | $242 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $2,250 | $2,250 |
| 203E20000 EMBANKMENT | 10 CY | $105 | $105 |
| 203E40000 BORROW | 5 CY | $105 | $105 |
| 530E00600 SPECIAL - STRUCTURES: REPAIR OF DETERIORATED SURFA | 899 SF | $3.20 | $3.19 |
| 601E26000 DUMPED ROCK FILL, TYPE B | 10 CY | $242 | $242 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,800 | $1,800 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 1,287 SY | $13.55 | $13.56 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 1,052 FT | $1.80 | $1.78 |
| 519E12304 PATCHING CONCRETE BRIDGE DECK - TYPE C | 13 SY | $540 | $540 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,800 | $1,800 |
| 511E60000 SPECIAL - BRIDGE DECK GROOVING | 597 SY | $9.15 | $9.12 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 851 SY | $13.55 | $13.56 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 574 FT | $1.80 | $1.78 |
| 512E75500 SPECIAL - SEALING, SEALING OF CONCRETE SURFACES | 12 SY | $38.00 | $38.00 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 10 EACH | $1,950 | $1,950 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $30,000 | $30,000 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 349 FT | $19.15 | $19.13 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $127 | $127 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,800 | $1,800 |
| 511E60000 SPECIAL - BRIDGE DECK GROOVING | 597 SY | $9.15 | $9.12 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 851 SY | $13.55 | $13.56 |
| 512E74500 REMOVAL OF EXISTING PAVEMENT MARKING | 574 FT | $1.80 | $1.78 |
| 512E75500 SPECIAL - SEALING, SEALING OF CONCRETE SURFACES | 12 SY | $38.00 | $38.00 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 10 EACH | $1,950 | $1,950 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $30,000 | $30,000 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 349 FT | $19.15 | $19.13 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $127 | $127 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $2,200 | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 11,342 CY | $190 | $2.15M | 37% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $475,000 | $475k | 8% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2342 CY | $155 | $363k | 6% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (T = 1 | 259,202 SY | $1 | $259k | 5% |
| 833E10000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 175 FT | $1,230 | $215k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 305E15010 11" CONCRETE BASE, CLASS QC 1P | 1,520 SY | $110 | $167k | 3% |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 29.57 MILE | $4,250 | $126k | 2% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 2,000 SY | $60 | $120k | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,068 CY | $55 | $114k | 2% |