Mus-IR 70-21.64
Muskingum County · est $5.7M
Bid dateThursday, September 30—
Muskingum County · est $5.7M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 7%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 36 more items below.
| Item | Quantity | R1Nls Paving, INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,012 CY | $165 | $155 | 37% |
| 861E11100 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 11,203 CY | $145 | $142 | 30% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $285,000 | $385,000 | 5% |
| 253E02000 PAVEMENT REPAIR (B) | 600 CY | $370 | $440 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $144,984 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 235,024 SY | $0.65 | $2.00 | 3% |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 48.32 MILE | $2,620 | $2,500 | 2% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 6,009 SY |
| Item | Quantity | R1Nls Paving, INC | R2Shelly & Sands INC |
|---|---|---|---|
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 36 CY | $420 | $300 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (A) | 180 FT | $26.00 | $22.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 108 FT | $24.00 | $22.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 23 MILE | $860 | $600 |
| 621E00100 RPM | 830 EACH | $28.00 | $29.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 830 EACH | $4.00 | $4.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 25.42 MILE |
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 →
| $19.50 |
| $14.00 |
| 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,656 CY | $60.00 | $65.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 36,589 GAL | $2.25 | $2.90 | 2% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 14,569 CY | $5.00 | $8.50 | 1% |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 22.9 MILE | $2,675 | $1,500 | 1% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (279 CY | $200 | $225 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 33,778 SY | $1.50 | $3.00 | 1% |
| 253E02000 PAVEMENT REPAIR (A) | 300 CY | $160 | $250 | 1% |
| 690E98400 SPECIAL - PAVER MOUNTED THERMAL PROFILING (PMTP) | 1 LS | $45,000 | $4,000 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $86.00 | $70.00 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 11,924 GAL | $3.00 | $3.50 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 19,386 SY | $1.50 | $2.50 | 1% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 10 CY | $2,500 | $2,850 | 0% |
| $829 |
| $850 |
| 642E00204 LANE LINE, 6", TYPE 1 | 11.45 MILE | $605 | $630 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 4,592 FT | $0.90 | $1.00 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 3,588 FT | $0.70 | $0.75 |
| 644E00500 STOP LINE | 154 FT | $14.20 | $14.50 |
| 644E01360 WRONG WAY ARROW | 6 EACH | $295 | $300 |
| 646E10010 EDGE LINE, 6" | 0.64 MILE | $8,710 | $8,850 |
| 646E10110 LANE LINE, 6" | 0.08 MILE | $6,100 | $6,200 |
| 646E10200 CENTER LINE | 0.24 MILE | $15,150 | $15,300 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,750 | $2,650 |
| 614E12600 REPLACEMENT DRUM | 25 EACH | $60.00 | $35.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 21 CY | $100 | $175 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 30 EACH | $16.00 | $9.75 |
| 614E13350 OBJECT MARKER, ONE WAY | 30 EACH | $22.00 | $15.50 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,500 | $790 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 9,184 FT | $1.42 | $1.65 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 154 FT | $7.50 | $5.25 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,500 FT | $15.00 | $16.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 12 SNMT | $950 | $975 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 10 CY | $2,000 | $5,300 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 560 LB | $4.50 | $4.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 90 FT | $24.00 | $10.50 |
| 519E11900 SPECIAL - PATCHING CONCRETE STRUCTURE, CLASS QC2 W | 2 CY | $4,000 | $2,225 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 10 CY | $2,000 | $5,300 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 560 LB | $4.50 | $4.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 10 CY | $2,500 | $2,850 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 90 FT | $24.00 | $10.50 |
| 519E11900 SPECIAL - PATCHING CONCRETE STRUCTURE, CLASS QC2 W | 2 CY | $4,000 | $2,225 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $22,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,012 CY | $165 | $1.98M | 35% |
| 861E11100 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 11,203 CY | $145 | $1.62M | 29% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $285,000 | $285k | 5% |
| 253E02000 PAVEMENT REPAIR (B) | 600 CY | $370 | $222k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 235,024 SY | $0.65 | $153k | 3% |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 48.32 MILE | $2,620 | $127k | 2% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 6,009 SY | $19.5 | $117k | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,656 CY | $60 | $99k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 36,589 GAL | $2.25 | $82k | 1% |