Nob-SR 78-00.00 Nob-SR 821-07.46
Noble County · est $4.4M
Bid dateThursday, June 22—
Noble County · est $4.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 55 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 9,547 CY | $190 | $225 | 43% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,085 CY | $185 | $210 | 9% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2097 CY | $180 | $200 | 9% |
| 253E02000 PAVEMENT REPAIR | 825 CY | $375 | $400 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $227,000 | $300,000 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, T = 0.5" | 96,838 SY | $1.80 | $1.45 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, T = 1.50" | 49,678 SY | $3.50 | $2.45 | 4% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 10.01 MILE | $10,000 | $3,500 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $95,000 | $200,000 | 2% |
| 608E52000 CURB RAMP | 4,485 SF | $18.00 | $30.00 | 2% |
| 203E10000 EXCAVATION | 2,096 CY | $36.00 | $40.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 19,791 GAL | $3.25 | $3.00 | 2% |
| 204E20001 EMBANKMENT, AS PER PLAN | 2,085 CY | $30.00 | $25.00 | 1% |
| 617E10100 COMPACTED AGGREGATE | 781 CY | $70.00 | $80.00 | 1% |
| 621E00100 RPM | 1,603 EACH | $33.00 | $35.00 | 1% |
| 832E30000 EROSION CONTROL | 30,000 EACH | $1.00 | $1.00 | 1% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 18 EACH | $1,600 | $1,500 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 21.6 MILE | $1,300 | $1,775 | 1% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $24,500 | $15,000 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,075 FT | $21.00 | $21.20 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED, ASPHALT | 14 SY | $37.00 | $40.00 |
| 202E30000 WALK REMOVED | 4,097 SF | $5.00 | $5.00 |
| 202E32000 CURB REMOVED | 281 FT | $15.50 | $10.00 |
| 202E32500 CURB AND GUTTER REMOVED | 42 FT | $30.00 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 1,550 FT | $2.60 | $2.00 |
| 204E10000 SUBGRADE COMPACTION | 12,604 SY | $0.85 | $1.00 |
| 209E15050 RESHAPING UNDER GUARDRAIL | 0.54 MILE | $6,000 | $2,850 |
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 →
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 9.58 MILE | $1,250 | $1,000 |
| 606E15050 GUARDRAIL, TYPE MGS | 112.5 FT | $21.00 | $19.60 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 862.5 FT | $5.00 | $4.80 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 4 EACH | $1,550 | $1,550 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 4 EACH | $2,600 | $2,630 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,300 | $1,375 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,650 | $2,380 |
| 608E41000 CONCRETE STEPS, TYPE B | 5 FT | $700 | $500 |
| 659E10000 SEEDING AND MULCHING | 10,330 SY | $2.00 | $1.65 |
| 659E20000 COMMERCIAL FERTILIZER | 1 TON | $600 | $1,400 |
| 659E31000 LIME | 2.1 ACRE | $600 | $100 |
| 659E35000 WATER | 56 MGAL | $1.05 | $1.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 5 EACH | $1,500 | $900 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, V | 1,388 SY | $7.00 | $7.00 |
| 254E01011 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER | 178 SY | $3.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 21 CY | $200 | $150 |
| 408E10000 PRIME COAT | 4,496 GAL | $4.75 | $4.75 |
| 441E70201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (3 CY | $250 | $900 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 46 FT | $95.00 | $95.00 |
| 609E26000 CURB, TYPE 6 | 13 FT | $275 | $75.00 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 6.28 MILE | $800 | $925 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 10.01 MILE | $800 | $925 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 7 EACH | $1,350 | $250 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,603 EACH | $8.00 | $12.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, 1-WAY | 106 EACH | $9.00 | $11.00 |
| 630E80100 SIGN, FLAT SHEET | 6 SF | $52.00 | $85.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 9 EACH | $155 | $195 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 20.74 MILE | $1,000 | $950 |
| 642E00300 CENTER LINE, TYPE 1 | 10.37 MILE | $1,500 | $1,469 |
| 644E00104 EDGE LINE, 6" | 3.3 MILE | $6,300 | $6,250 |
| 644E00300 CENTER LINE | 2.7 MILE | $8,150 | $8,035 |
| 644E00404 CHANNELIZING LINE, 12" | 1,295 FT | $2.65 | $2.55 |
| 644E00500 STOP LINE | 323 FT | $11.00 | $10.50 |
| 644E00630 CROSSWALK LINE, 24", HIGH VISIBILITY | 432 FT | $9.75 | $9.35 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 673 FT | $9.50 | $8.90 |
| 644E01200 PARKING LOT STALL MARKING | 4,422 FT | $2.65 | $2.50 |
| 644E01300 LANE ARROW | 25 EACH | $120 | $115 |
| 644E01510 DOTTED LINE, 6" | 120 FT | $2.65 | $2.50 |
| 644E01600 HANDICAP SYMBOL MARKING | 3 EACH | $135 | $130 |
| 632E26500 DETECTOR LOOP, POWERHEAD | 7 EACH | $2,150 | $1,800 |
| 614E12460 WORK ZONE MARKING SIGN | 74 EACH | $85.00 | $80.00 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 26 MILE | $225 | $550 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 4.4 MILE | $1,300 | $1,525 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 20.8 MILE | $900 | $1,450 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 4.72 MILE | $900 | $1,225 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 1,295 FT | $1.05 | $1.04 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 287 FT | $3.70 | $7.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $19,986 | $24,899 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 9,547 CY | $190 | $1.81M | 40% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,085 CY | $185 | $386k | 8% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2097 CY | $180 | $377k | 8% |
| 253E02000 PAVEMENT REPAIR | 825 CY | $375 | $309k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $227,000 | $227k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, T = 0.5" | 96,838 SY | $1.8 | $174k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, T = 1.50" | 49,678 SY | $3.5 | $174k | 4% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 10.01 MILE | $10,000 | $100k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $95,000 | $95k | 2% |
| 608E52000 CURB RAMP | 4,485 SF | $18 | $81k | 2% |