Tus-IR 77-20.16/Tus-US 250-18.90
Tuscarawas County · est $1.3M
Bid dateThursday, February 13—
Tuscarawas County · est $1.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 8.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 21 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company | R3Barbicas Construction Company INC | % of bid |
|---|---|---|---|---|---|
| 442E20051 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 2,651 CY | $250 | $235 | $240 | 44% |
| 202E23500 WEARING COURSE REMOVED | 15,372 SY | $9.00 | $12.00 | $8.00 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $115,000 | $200,000 | $350,000 | 8% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 60 CF | $1,275 | $950 | $1,200 | 5% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 60 CF | $1,275 | $950 | $1,200 |
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company | R3Barbicas Construction Company INC |
|---|---|---|---|---|
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN (A) | 560 SY | $7.00 | $11.50 | $30.00 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN (B) | 926 SY | $7.00 | $11.50 | $10.00 |
| 209E60500 LINEAR GRADING | 1.28 MILE | $950 | $9,500 | $1,500 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 598 GAL | $5.00 | $3.50 | $6.00 |
| 617E20000 |
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 →
| 5% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 54 CF | $1,000 | $950 | $950 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $47,444 | $100,000 | $75,000 | 3% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 42 CF | $1,000 | $950 | $950 | 3% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 42 CF | $1,000 | $950 | $950 | 3% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 36 CF | $1,000 | $950 | $950 | 2% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 36 CF | $1,000 | $950 | $950 | 2% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 34 CF | $1,000 | $950 | $950 | 2% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 28 CF | $1,000 | $950 | $950 | 2% |
| 617E10100 COMPACTED AGGREGATE | 148 CY | $175 | $375 | $100 | 2% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 24 SNMT | $1,000 | $850 | $700 | 2% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,850 | $1,050 | $1,000 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 200 HOUR | $80.00 | $65.00 | $65.00 | 1% |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 2.44 MILE | $6,500 | $4,015 | $5,065 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 2.6 MILE | $6,000 | $6,072 | $5,000 | 1% |
| 407E10000 TACK COAT | 4,194 GAL | $3.00 | $2.50 | $2.50 | 1% |
| 94 SY |
| $18.00 |
| $25.00 |
| $20.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 2.48 MILE | $2,500 | $2,100 | $9,000 |
| 621E00100 RPM | 95 EACH | $60.00 | $100 | $76.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 95 EACH | $12.00 | $18.00 | $5.00 |
| 646E10010 EDGE LINE, 6" | 2.8 MILE | $1,600 | $6,400 | $16,000 |
| 646E10110 LANE LINE, 6" | 1.22 MILE | $1,600 | $5,800 | $15,500 |
| 646E10200 CENTER LINE | 0.1 MILE | $8,500 | $6,000 | $20,000 |
| 646E10310 CHANNELIZING LINE, 12" | 1,240 FT | $3.50 | $1.75 | $2.76 |
| 646E20504 DOTTED LINE, 6" | 100 FT | $3.50 | $1.00 | $10.00 |
| 614E12460 WORK ZONE MARKING SIGN | 24 EACH | $110 | $100 | $100 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 8 EACH | $110 | $150 | $100 |
| 614E13001 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER P | 50 CY | $175 | $350 | $200 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.2 MILE | $4,200 | $8,976 | $3,990 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 2,480 FT | $5.00 | $1.80 | $4.85 |
| 518E62100 STRUCTURE DRAINAGE, MISC.:EXISTING GUTTER CLEANOUT | 432 FT | $6.00 | $8.00 | $8.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $7,000 | $35,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E20051 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 2,651 CY | $250 | $663k | 41% |
| 202E23500 WEARING COURSE REMOVED | 15,372 SY | $9 | $138k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $115,000 | $115k | 7% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 60 CF | $1,275 | $77k | 5% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 60 CF | $1,275 | $77k | 5% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 54 CF | $1,000 | $54k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $47,444 | $47k | 3% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 42 CF | $1,000 | $42k | 3% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 42 CF | $1,000 | $42k | 3% |
| 846E00111 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, A | 36 CF | $1,000 | $36k | 2% |