Lic-US 62-00.00
Licking County · est $2.9M
Bid dateThursday, November 17—
Licking County · est $2.9M
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 · 32 more items below.
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,490 CY | $211 | $234 | 54% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 180,280 SY | $2.06 | $1.65 | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $178,500 | $235,539 | 6% |
| 253E02000 PAVEMENT REPAIR | 500 CY | $270 | $275 | 5% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,182 CY | $91.50 | $55.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 3% |
| 644E00104 EDGE LINE, 6" | 18.28 MILE | $3,918 | $3,918 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG |
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC |
|---|---|---|---|
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 6 EACH | $900 | $1,200 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 7 EACH | $900 | $800 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 15 EACH | $325 | $450 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 153 FT | $25.50 | $25.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN(A) | 118 FT | $25.50 | $25.50 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 10.12 MILE | $735 | $735 |
| 618E43000 |
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 →
| 194 CY |
| $270 |
| $475 |
| 2% |
| 407E20000 NON-TRACKING TACK COAT | 14,618 GAL | $3.50 | $2.65 | 2% |
| 874E21001 LONGITUDINAL JOINT PREPARATION, AS PER PLAN (B) | 3.95 MILE | $9,900 | $20,000 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 8,512 GAL | $4.50 | $5.00 | 1% |
| 644E00300 CENTER LINE | 10.78 MILE | $3,215 | $3,215 | 1% |
| 202E23500 WEARING COURSE REMOVED | 5,098 SY | $6.50 | $10.00 | 1% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 8 CY | $4,000 | $4,000 | 1% |
| 621E00100 RPM | 594 EACH | $40.39 | $32.00 | 1% |
| 874E21001 LONGITUDINAL JOINT PREPARATION, AS PER PLAN (A) | 3.98 MILE | $5,000 | $3,300 | 1% |
| 209E60500 LINEAR GRADING | 16.38 MILE | $1,200 | $650 | 1% |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 8 CY | $2,350 | $2,350 | 1% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 934 SY | $18.50 | $18.50 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $14,000 | 1% |
| 8.17 MILE |
| $775 |
| $775 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 594 EACH | $7.00 | $2.00 |
| 644E00400 CHANNELIZING LINE, 8" | 3,055 FT | $1.60 | $1.60 |
| 644E00500 STOP LINE | 691 FT | $7.50 | $7.50 |
| 644E00620 CROSSWALK LINE, 12" | 1,210 FT | $3.90 | $3.90 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 1,177 FT | $7.00 | $7.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $788 | $788 |
| 644E01200 PARKING LOT STALL MARKING | 120 FT | $2.50 | $2.50 |
| 644E01300 LANE ARROW | 47 EACH | $97.00 | $97.00 |
| 644E01410 WORD ON PAVEMENT, 96" | 12 EACH | $150 | $150 |
| 646E10010 EDGE LINE, 6" | 0.12 MILE | $19,690 | $19,690 |
| 646E10200 CENTER LINE | 0.06 MILE | $31,548 | $31,548 |
| 646E50300 REMOVAL OF PAVEMENT MARKING | 0.18 MILE | $9,200 | $9,200 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $80.00 | $125 |
| 614E12460 WORK ZONE MARKING SIGN | 88 EACH | $85.00 | $88.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 11 CY | $200 | $100 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $900 | $900 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 9.85 MILE | $670 | $670 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 2,911 FT | $0.75 | $0.75 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 257 FT | $3.30 | $3.30 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 0.5 CY | $5,800 | $5,800 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 0.5 CY | $7,000 | $7,000 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 88 FT | $25.50 | $25.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 356 SY | $18.50 | $18.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 80 FT | $25.50 | $25.50 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,500 | $3,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,490 CY | $210.8 | $1.58M | 51% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 180,280 SY | $2.06 | $371k | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $178,500 | $179k | 6% |
| 253E02000 PAVEMENT REPAIR | 500 CY | $270 | $135k | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,182 CY | $91.5 | $108k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 644E00104 EDGE LINE, 6" | 18.28 MILE | $3,918 | $72k | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 194 CY | $270 | $52k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 14,618 GAL | $3.5 | $51k | 2% |
| 874E21001 LONGITUDINAL JOINT PREPARATION, AS PER PLAN (B) | 3.95 MILE | $9,900 | $39k | 1% |