Kno-SR 13-15.98
Knox County · est $5.2M
Bid dateThursday, December 5—
Knox County · est $5.2M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 69 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 7,250 CY | $204 | $235 | 34% |
| 441E50201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (6100 CY | $193 | $225 | 27% |
| 441E90000 ASPHALT CONCRETE, MISC.: SURFACE COURSE, TYPE 1 | — | $216 | $255 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $276,210 | $400,000 | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.50" | 219,495 SY | $1.00 | $0.95 | 5% |
| 611E98230 CATCH BASIN, NO. 4 | 16 EACH | $7,500 | $11,000 | 3% |
| 253E02000 PAVEMENT REPAIR | 250 CY | $450 | $375 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $211,512 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 28,776 GAL | $3.15 | $2.75 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,309 CY | $50.00 | $50.00 | 1% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (237 CY | $250 | $400 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 19.63 MILE | $3,000 | $1,700 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 7,550 GAL | $4.00 | $5.00 | 1% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 97 CY | $300 | $400 | 1% |
| 621E00100 RPM | 815 EACH | $35.50 | $40.00 | 1% |
| 611E05900 15" CONDUIT, TYPE B | 113 FT | $240 | $220 | 1% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $600 | $600 | 0% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 250 HOUR | $85.00 | $90.00 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $22,000 | 0% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 956 SY | $18.38 | $18.38 | 0% |
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC |
|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 2,787 SY | $4.00 | $5.00 |
| 202E58101 CATCH BASIN REMOVED, AS PER PLAN | 17 EACH | $700 | $800 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 12" | 70 FT | $40.00 | $45.00 |
| 203E10000 EXCAVATION | 41 CY | $60.00 | $145 |
| 204E10000 SUBGRADE COMPACTION | 194 SY | $8.00 | $3.25 |
| 623E39601 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE, AS PER P | 2 EACH | $2,500 | $1,800 |
| 601E11000 RIPRAP, TYPE D | 10 SY |
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 →
| $300 |
| $178 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $275 | $230 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 300 SY | $9.50 | $10.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.3 CY | $4,500 | $6,000 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 84 FT | $25.00 | $10.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 205 FT | $50.00 | $50.00 |
| 611E04400 12" CONDUIT, TYPE B | 15 FT | $230 | $180 |
| 611E07400 18" CONDUIT, TYPE B | 15 FT | $260 | $190 |
| 611E08900 21" CONDUIT, TYPE B | 5 FT | $300 | $200 |
| 611E10400 24" CONDUIT, TYPE B | 10 FT | $300 | $210 |
| 611E13400 30" CONDUIT, TYPE B | 10 FT | $475 | $220 |
| 611E98370 CATCH BASIN, NO. 6 | 1 EACH | $3,500 | $9,500 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE, (CB-2-2A) | 4 EACH | $2,000 | $4,000 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE, (CB-4) | 2 EACH | $3,750 | $3,800 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 534 SY | $3.00 | $5.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 33 CY | $450 | $285 |
| 400E10000 SPECIAL - PAVER MOUNTED THERMAL PROFILING | 1 LS | $5,000 | $5,000 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 320 FT | $26.13 | $26.13 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 18.42 MILE | $750 | $765 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 729 EACH | $5.00 | $1.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 145 FT | $15.00 | $15.00 |
| 630E80100 SIGN, FLAT SHEET | 8 SF | $25.00 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $50.00 | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 3 EACH | $20.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 20.24 MILE | $750 | $750 |
| 642E00204 LANE LINE, 6", TYPE 1 | 8.6 MILE | $550 | $550 |
| 642E00300 CENTER LINE, TYPE 1 | 0.38 MILE | $975 | $975 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 3,750 FT | $0.50 | $0.50 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 2,222 FT | $1.25 | $1.25 |
| 644E00500 STOP LINE | 378 FT | $5.75 | $5.75 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 750 FT | $5.75 | $5.75 |
| 644E01300 LANE ARROW | 10 EACH | $90.00 | $90.00 |
| 644E01350 LANE REDUCTION ARROW | 4 EACH | $300 | $300 |
| 644E01360 WRONG WAY ARROW | 4 EACH | $150 | $150 |
| 644E01410 WORD ON PAVEMENT, 96" | 8 EACH | $275 | $275 |
| 646E10010 EDGE LINE, 6" | 0.2 MILE | $10,000 | $10,000 |
| 646E10110 LANE LINE, 6" | 0.1 MILE | $15,000 | $15,000 |
| 647E21013 SPEED MEASUREMENT MARKING, TYPE B125, AS PER PLAN | 4 EACH | $500 | $714 |
| 614E12600 REPLACEMENT DRUM | 10 EACH | $45.00 | $45.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $300 | $400 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 15 SNMT | $900 | $900 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 9.07 MILE | $600 | $450 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 9.07 MILE | $600 | $450 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.3 MILE | $1,000 | $1,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.3 MILE | $1,000 | $800 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 20.12 MILE | $725 | $650 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 20.12 MILE | $725 | $650 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 3,746 FT | $0.75 | $0.75 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 3,746 FT | $0.75 | $0.75 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 116 FT | $3.25 | $3.25 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 116 FT | $3.25 | $3.25 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK, TYPE B | 20 SY | $782 | $782 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 304 SY | $18.38 | $18.38 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 304 SY | $18.38 | $18.38 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 6 CY | $1,440 | $1,440 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 6 CY | $2,088 | $2,088 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 6 CY | $1,440 | $1,440 |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 6 CY | $2,088 | $2,088 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 956 SY | $18.38 | $18.38 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $12,000 | $6,025 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $4,500 | $2,360 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $4,500 | $2,360 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 7,250 CY | $204 | $1.48M | 31% |
| 441E50201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (6100 CY | $193 | $1.18M | 25% |
| 441E90000 ASPHALT CONCRETE, MISC.: SURFACE COURSE, TYPE 1 | — | $216 | $420k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $276,210 | $276k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.50" | 219,495 SY | $1 | $219k | 5% |
| 611E98230 CATCH BASIN, NO. 4 | 16 EACH | $7,500 | $120k | 3% |
| 253E02000 PAVEMENT REPAIR | 250 CY | $450 | $113k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 28,776 GAL | $3.15 | $91k | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,309 CY | $50 | $65k | 1% |