Nob-IR 77-00.00
Noble County · est $2.0M
Bid dateThursday, November 18—
Noble County · est $2.0M
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 · 28 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 3,715 CY | $145 | $200 | 29% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,479 CY | $195 | $215 | 26% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 2,416 SY | $83.00 | $125 | 11% |
| 255E10010 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 1,003 SY | $165 | $175 | 9% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 2,416 SY | $36.00 | $60.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $61,205 | $100,000 | 3% |
| 441E50700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (262 CY | $185 | $250 | 3% |
| 624E10000 MOBILIZATION |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC |
|---|---|---|---|
| 606E17700 REPLACE EXISTING GUARDRAIL BLOCKOUT | 1,246 EACH | $4.25 | $4.00 |
| 606E26000 ANCHOR ASSEMBLY, TYPE B | 1 EACH | $2,006 | $1,900 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 1 EACH | $2,500 | $2,350 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 3 EACH | $875 | $830 |
| 606E60070 IMPACT ATTENUATOR REBUILT, TYPE 1 (BIDIRECTIONAL), | 4 EACH | $2,220 | $2,100 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 94 EACH | $7.40 | $7.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $2,260 |
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 →
| 1 LS |
| $40,000 |
| $100,000 |
| 2% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 5.52 MILE | $5,445 | $6,000 | 2% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (89 CY | $310 | $685 | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,163 | $3,350 | 1% |
| 617E10100 COMPACTED AGGREGATE | 413 CY | $60.00 | $75.00 | 1% |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE (2.25") | 1,776 SY | $11.85 | $15.00 | 1% |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 7,774 FT | $2.70 | $2.56 | 1% |
| 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A | 258 FT | $65.00 | $225 | 1% |
| 407E13900 TACK COAT, 702.13 | 4,759 GAL | $3.50 | $2.95 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 11.04 MILE | $1,294 | $1,265 | 1% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 3,760 FT | $3.70 | $5.00 | 1% |
| 606E16600 GUARDRAIL REBUILT, BARRIER DESIGN, TYPE 5 | 800 FT | $16.00 | $15.30 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 2,975 GAL | $4.00 | $2.65 | 1% |
| $2,460 |
| 252E01000 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 68 SY | $98.00 | $200 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 307 SY | $10.40 | $10.00 |
| 408E10000 PRIME COAT | 3,407 GAL | $3.00 | $3.75 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 5.31 FT | $1,270 | $1,300 |
| 621E00100 RPM | 182 EACH | $40.00 | $38.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 182 EACH | $10.00 | $15.00 |
| 644E00720 CHEVRON MARKING | 150 FT | $12.70 | $22.00 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 2.76 MILE | $2,900 | $2,750 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 630 FT | $3.45 | $6.00 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 520 FT | $1.75 | $6.00 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $2.65 | $4.00 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $12,885 | $6,500 |
| 614E12410 SPEED ZONE AHEAD SYMBOL SIGN | 2 EACH | $132 | $125 |
| 614E12490 RESUME LEGAL SPEED SIGN | 2 EACH | $132 | $125 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 5.52 MILE | $750 | $790 |
| 614E20510 WORK ZONE LANE LINE, CLASS II, 6", 642 PAINT | 5.52 MILE | $85.00 | $790 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.6 MILE | $9,030 | $8,550 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 1,584 FT | $0.75 | $0.70 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 12 SNMT | $975 | $925 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $10,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $1,010 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 3,715 CY | $145 | $539k | 27% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,479 CY | $195 | $483k | 25% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 2,416 SY | $83 | $201k | 10% |
| 255E10010 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 1,003 SY | $165 | $165k | 8% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 2,416 SY | $36 | $87k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $61,205 | $61k | 3% |
| 441E50700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (262 CY | $185 | $48k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 2% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 5.52 MILE | $5,445 | $30k | 2% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (89 CY | $310 | $28k | 1% |