Tus-US 250-12.79
Tuscarawas County · est $5.5M
Bid dateThursday, May 22—
Tuscarawas County · est $5.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 50 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Karvo Companies INC | R3Shelly Company | R4Nls Paving, INC | % of bid |
|---|---|---|---|---|---|---|
| 442E10350 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 9,026 CY | $195 | $232 | $225 | $269 | 39% |
| 255E11001 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 4,333 SY | $225 | $199 | $230 | $230 | 22% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 205,859 SY | $1.90 | $0.90 | $1.85 | $2.25 | 9% |
| 606E15050 GUARDRAIL, TYPE MGS | 13,903 FT | $18.00 | $18.00 | $19.00 | $18.00 | 6% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $145,000 | $290,000 | $380,400 | $250,000 | 3% |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 23.66 MILE | $5,000 | $3,500 |
| Item | Quantity | R1Shelly & Sands INC | R2Karvo Companies INC | R3Shelly Company | R4Nls Paving, INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,275 | $2,000 | $3,000 | $15,000 |
| 202E23500 WEARING COURSE REMOVED | 4,534 SY | $3.45 | $1.30 | $4.00 | $6.00 |
| 202E38000 GUARDRAIL REMOVED | 16,354 FT | $2.00 | $2.00 | $3.00 | $2.00 |
| 209E60500 LINEAR GRADING | 3.1 MILE | $3,150 | $4,600 | $5,800 | $3,150 |
| 517E76300 RAILING, MISC.: GUARDRAIL PANEL |
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 →
| $3,500 |
| $3,500 |
| 3% |
| 517E76300 RAILING, MISC.: THRIE BEAM RAIL NO.4 PANEL | 2,450 FT | $39.50 | $39.50 | $38.00 | $39.50 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 940 CY | $90.00 | $75.00 | $85.00 | $110 | 2% |
| 251E01010 PARTIAL DEPTH PAVEMENT REPAIR (441) | 100 CY | $750 | $830 | $1,000 | $625 | 2% |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 8 EACH | $8,825 | $8,825 | $7,500 | $8,825 | 2% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 5,616 CY | $12.00 | $6.50 | $12.00 | $9.50 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $65,000 | $135,000 | $200,000 | $225,000 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 18,475 GAL | $3.25 | $2.70 | $2.75 | $3.40 | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,680 | $1,850 | $1,850 | $1,850 | 1% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 14,300 FT | $3.20 | $2.70 | $4.50 | $4.00 | 1% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 65 SNMT | $655 | $625 | $625 | $650 | 1% |
| 254E01600 PATCHING PLANED SURFACE | 6,186 SY | $6.75 | $0.75 | $1.00 | $5.00 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 8,684 GAL | $4.75 | $4.95 | $4.75 | $4.75 | 1% |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 1,250 FT | $32.40 | $32.40 | $29.50 | $32.40 | 1% |
| 617E20001 SHOULDER PREPARATION, AS PER PLAN | 44,175 SY | $0.90 | $0.85 | $1.00 | $1.65 | 1% |
| 2,488 FT |
| $14.50 |
| $14.50 |
| $16.00 |
| $14.50 |
| 606E11000 GUARDRAIL, THRIE BEAM RAIL AND TRANSITION SECTION | 25 FT | $54.60 | $54.60 | $35.00 | $54.60 |
| 606E15250 GUARDRAIL, TYPE MGS QUARTER POST SPACING | 150 FT | $45.50 | $45.60 | $24.00 | $45.60 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 14 EACH | $2,420 | $2,420 | $2,450 | $2,420 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 13 EACH | $1,360 | $1,360 | $1,375 | $1,360 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 14 EACH | $2,575 | $2,575 | $2,450 | $2,575 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN (A) | 8 EACH | $1,320 | $1,320 | $1,200 | $1,320 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN (B) | 3 EACH | $1,320 | $1,520 | $1,200 | $1,320 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 18 SY | $250 | $100 | $300 | $150 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 200 FT | $24.50 | $14.00 | $20.00 | $23.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 200 FT | $25.50 | $16.00 | $20.00 | $25.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 10 EACH | $375 | $800 | $500 | $500 |
| 609E24510 CURB, TYPE 4-C | 218 FT | $92.50 | $98.00 | $50.00 | $65.00 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 93,080 FT | $0.15 | $0.16 | $0.15 | $0.25 |
| 621E00100 RPM | 636 EACH | $34.25 | $34.00 | $37.50 | $34.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 636 EACH | $7.00 | $5.00 | $4.50 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 93 EACH | $12.00 | $12.00 | $13.00 | $12.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (UNIDIRECTIONAL) | 155 EACH | $12.20 | $12.20 | $13.00 | $12.20 |
| 632E26500 DETECTOR LOOP | 5 EACH | $1,855 | $1,500 | $1,850 | $1,850 |
| 632E65404 LOOP DETECTOR LEAD-IN CABLE, DIRECT BURIAL | 50 FT | $1.05 | $40.00 | $1.00 | $1.00 |
| 642E00500 STOP LINE, TYPE 1 | 104 FT | $9.55 | $3.35 | $3.35 | $3.35 |
| 642E00620 CROSSWALK LINE, 12", TYPE 1 | 309 FT | $4.80 | $3.00 | $3.00 | $3.00 |
| 642E00900 ISLAND MARKING, TYPE 1 | 1,673 SF | $3.60 | $2.55 | $2.55 | $2.55 |
| 642E01300 LANE ARROW, TYPE 1 | 22 EACH | $76.00 | $50.00 | $50.00 | $50.00 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 10.72 MILE | $2,880 | $1,750 | $1,750 | $1,750 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 4,479 FT | $2.30 | $2.00 | $2.00 | $2.00 |
| 807E12410 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 4,663 FT | $1.50 | $1.25 | $1.25 | $1.25 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.50 | $0.75 | $0.75 | $0.75 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.60 | $1.25 | $1.25 | $1.25 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,105 | $2,250 | $2,250 | $2,250 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $80.00 | $100 | $100 | $95.00 |
| 614E12460 WORK ZONE MARKING SIGN | 14 EACH | $90.00 | $100 | $100 | $88.00 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 7 EACH | $90.00 | $185 | $185 | $88.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $275 | $300 | $120 | $350 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 9.18 MILE | $1,060 | $1,250 | $1,250 | $1,555 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 9.18 MILE | $660 | $625 | $625 | $580 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 20.58 MILE | $1,880 | $2,500 | $2,500 | $4,595 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 20.58 MILE | $700 | $700 | $700 | $825 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 4,479 FT | $2.10 | $1.90 | $1.90 | $2.25 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 4,479 FT | $0.85 | $0.85 | $0.85 | $0.72 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 164 FT | $3.05 | $3.50 | $3.50 | $10.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 164 FT | $3.05 | $3.50 | $3.50 | $9.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $45,000 | $30,000 | $35,015 |
| 619E16020 FIELD OFFICE, TYPE C | 7 MNTH | $3,800 | $3,000 | $2,500 | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $4,000 | $10,000 | $16,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10350 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 9,026 CY | $195 | $1.76M | 35% |
| 255E11001 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 4,333 SY | $225 | $975k | 19% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1 | 205,859 SY | $1.9 | $391k | 8% |
| 606E15050 GUARDRAIL, TYPE MGS | 13,903 FT | $18 | $250k | 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $145,000 | $145k | 3% |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 23.66 MILE | $5,000 | $118k | 2% |
| 517E76300 RAILING, MISC.: THRIE BEAM RAIL NO.4 PANEL | 2,450 FT | $39.5 | $97k | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 940 CY | $90 | $85k | 2% |
| 251E01010 PARTIAL DEPTH PAVEMENT REPAIR (441) | 100 CY | $750 | $75k | 1% |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 8 EACH | $8,825 | $71k | 1% |