Lic-/Mus-IR 70-23.84/00.00
Licking County · est $6.3M
Bid dateThursday, July 29—
Licking County · est $6.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 49 more items below.
| Item | Quantity | R1Shelly Company | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 11,166 CY | $178 | $195 | 34% |
| 861E11100 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 10,986 CY | $148 | $193 | 28% |
| 253E02000 PAVEMENT REPAIR | 800 CY | $575 | $310 | 8% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 215,571 SY | $1.48 | $1.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $240,000 | $276,500 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $125,000 | $200,000 | 2% |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 47.62 MILE | $2,575 | $2,300 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,543 CY | $75.00 |
| Item | Quantity | R1Shelly Company | R2Nls Paving, INC |
|---|---|---|---|
| 203E10000 EXCAVATION | 68 CY | $59.50 | $125 |
| 204E10000 SUBGRADE COMPACTION | 333 SY | $2.75 | $4.00 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 500 SY | $7.75 | $3.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 11,252 SY | $2.77 | $2.25 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 4,276 SY | $3.19 | $3.25 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 56 CY | $220 |
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 →
| $45.00 |
| 2% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 8,999 SY | $12.50 | $14.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 48,001 SY | $2.26 | $1.50 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 35,548 GAL | $3.05 | $2.00 | 2% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 13,821 CY | $6.00 | $5.00 | 1% |
| 511E71100 CONCRETE, MISC.: PUMPED SELF CONSOLIDATING CONCRET | 47 CY | $1,725 | $1,800 | 1% |
| 511E71100 CONCRETE, MISC.: PUMPED SELF CONSOLIDATING CONCRET | 44 CY | $1,725 | $1,800 | 1% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 403 CY | $181 | $200 | 1% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (288 CY | $195 | $250 | 1% |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 23 MILE | $2,050 | $1,900 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 600 HOUR | $75.00 | $75.00 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 11,093 GAL | $3.50 | $2.85 | 1% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 34 CY | $1,100 | $550 | 1% |
| $300 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (A) | 720 FT | $18.00 | $25.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 23.08 MILE | $550 | $750 |
| 690E98400 SPECIAL - PAVER MOUNTED THERMAL PROFILING (PMTP) | 1 LS | $12,500 | $35,000 |
| 621E00100 RPM | 587 EACH | $24.00 | $24.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 587 EACH | $7.25 | $7.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 23.54 MILE | $875 | $697 |
| 642E00204 LANE LINE, 6", TYPE 1 | 11.5 MILE | $395 | $555 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 1,505 FT | $3.50 | $1.00 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 1,935 FT | $0.55 | $0.78 |
| 642E40001 SPEED MEASUREMENT MARKING, AS PER PLAN | 2 EACH | $450 | $1,250 |
| 644E00500 STOP LINE | 38 FT | $17.50 | $24.00 |
| 644E01360 WRONG WAY ARROW | 2 EACH | $300 | $315 |
| 646E10010 EDGE LINE, 6" | 0.86 MILE | $10,590 | $10,590 |
| 646E10110 LANE LINE, 6" | 0.2 MILE | $7,515 | $7,500 |
| 646E10200 CENTER LINE | 0.23 MILE | $19,652 | $19,652 |
| 614E12600 REPLACEMENT DRUM | 25 EACH | $80.00 | $80.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 56 CY | $150 | $150 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (ONE WAY) | 130 EACH | $18.50 | $18.50 |
| 614E13350 OBJECT MARKER, ONE WAY | 130 EACH | $20.50 | $15.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $1,000 | $1,500 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI | 3,010 FT | $2.00 | $1.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 38 FT | $12.50 | $4.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 18 SNMT | $850 | $1,000 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 3 CY | $3,000 | $1,000 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $7,000 | $6,500 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 15,623 LB | $1.30 | $2.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,488 EACH | $24.00 | $25.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 51 SY | $14.00 | $29.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 240 FT | $18.00 | $25.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 3 CY | $3,000 | $4,300 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $7,000 | $6,500 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 15,543 LB | $1.30 | $2.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 1,488 EACH | $24.00 | $25.00 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 34 CY | $1,100 | $1,600 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 61 SY | $14.00 | $28.00 |
| 516E13901 2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 18 SF | $18.00 | $600 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 238 FT | $18.00 | $25.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 57 SF | $135 | $250 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 2.3 CY | $2,150 | $4,000 |
| 511E34411 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 2.3 CY | $3,000 | $4,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $30,000 | $22,751 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,000 | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 11,166 CY | $177.5 | $1.98M | 31% |
| 861E11100 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 10,986 CY | $148 | $1.63M | 26% |
| 253E02000 PAVEMENT REPAIR | 800 CY | $575 | $460k | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 215,571 SY | $1.48 | $319k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $240,000 | $240k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $125,000 | $125k | 2% |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 47.62 MILE | $2,575 | $123k | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,543 CY | $75 | $116k | 2% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 8,999 SY | $12.5 | $112k | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 48,001 SY | $2.26 | $108k | 2% |