Nob-SR 146-01.95
Noble County · est $0.4M
Bid dateThursday, November 30—
Noble County · est $0.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 21 more items below.
| Item | Quantity | R1Litman Excavating INC | R2Shelly & Sands INC | R3R C Construction Company And Son | R4INC Parker Corporation | R5Buds INC | R6Alan Stone CO INC | R7Mc Connell Contracting INC | R8Eclipse CO LLC | R9Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 611E94901 8' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 74 FT | $1,181 | $900 | $1,100 | $834 | $1,448 | $1,150 | $1,500 | $1,257 | $1,100 | 29% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 180 CY | $224 |
| Item | Quantity | R1Litman Excavating INC | R2Shelly & Sands INC | R3R C Construction Company And Son | R4INC Parker Corporation | R5Buds INC | R6Alan Stone CO INC | R7Mc Connell Contracting INC | R8Eclipse CO LLC | R9Complete General Construction Company |
|---|---|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,270 | $3,500 | $1,500 | $25,000 | $2,000 | $2,500 | $3,500 | $3,000 | $15,000 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $828 | $500 |
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 →
| $160 |
| $150 |
| $125 |
| $108 |
| $190 |
| $85.00 |
| $137 |
| $200 |
| 13% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 71 CY | $538 | $500 | $400 | $464 | $463 | $380 | $465 | $468 | $480 | 12% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 51 CY | $505 | $475 | $395 | $420 | $420 | $350 | $420 | $423 | $465 | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 30 CY | $623 | $650 | $500 | $550 | $900 | $810 | $1,100 | $1,250 | $2,000 | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=3") | 214 SY | $64.50 | $35.00 | $40.00 | $8.00 | $37.00 | $40.00 | $52.00 | $51.51 | $30.00 | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 12 CY | $807 | $2,800 | $750 | $650 | $1,300 | $2,000 | $1,350 | $2,592 | $4,000 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,881 LB | $1.76 | $2.25 | $3.00 | $1.25 | $1.80 | $3.00 | $2.75 | $3.00 | $3.50 | 3% |
| 304E20000 AGGREGATE BASE | 70 CY | $121 | $70.00 | $150 | $65.00 | $118 | $180 | $115 | $134 | $95.00 | 3% |
| 601E11000 RIPRAP, TYPE D | 26 SY | $250 | $250 | $295 | $65.00 | $375 | $330 | $425 | $212 | $250 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $6,173 | $9,000 | $10,000 | $100 | $6,000 | $14,500 | $7,500 | $25,000 | $30,000 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,250 | $8,000 | $20,000 | $26,000 | $4,500 | $5,000 | $20,000 | $25,206 | $14,000 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,079 | $14,130 | $6,500 | $24,000 | $8,000 | $13,500 | $7,500 | $5,773 | $25,000 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $5,000 | $10,000 | $15,000 | $29,660 | $12,500 | $21,000 | $25,000 | $21,189 | $20,000 | 2% |
| 203E20000 EMBANKMENT | 323 CY | $15.00 | $22.00 | $25.00 | $20.00 | $40.00 | $35.00 | $25.00 | $20.00 | $35.00 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 39 CY | $122 | $120 | $150 | $65.00 | $125 | $190 | $135 | $110 | $150 | 2% |
| 659E10000 SEEDING AND MULCHING | 1,281 SY | $3.70 | $2.55 | $5.00 | $1.00 | $3.00 | $2.00 | $4.50 | $2.58 | $2.55 | 2% |
| 512E33000 TYPE 2 WATERPROOFING | 196 SY | $22.24 | $28.50 | $30.00 | $14.00 | $20.00 | $30.00 | $28.00 | $24.00 | $28.50 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,200 | $2,340 | $16,500 | $26,500 | $6,000 | $5,000 | $5,000 | $8,000 | $5,000 | 1% |
| 202E35200 PIPE REMOVED, OVER 24" | 64 FT | $65.00 | $25.00 | $100 | $94.00 | $200 | $100 | $150 | $20.00 | $100 | 1% |
| $500 |
| $200 |
| $1,000 |
| $740 |
| $3,500 |
| $750 |
| $1,500 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 42 FT | $15.00 | $9.00 | $25.00 | $10.00 | $45.00 | $30.00 | $20.00 | $28.00 | $75.00 |
| 203E10000 EXCAVATION | 177 CY | $19.00 | $14.00 | $10.00 | $20.00 | $35.00 | $40.00 | $25.00 | $29.00 | $35.00 |
| 204E10000 SUBGRADE COMPACTION | 417 SY | $6.50 | $5.00 | $2.00 | $0.50 | $6.00 | $3.00 | $2.50 | $1.00 | $9.00 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $438 | $500 | $195 | $200 | $250 | $940 | $150 | $280 | $2,000 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $4,300 | $1,400 | $1,200 | $2,084 | $1,800 | $2,500 | $1,100 | $1,492 | $1,400 |
| 659E31000 LIME | 0.26 ACRE | $2,150 | $100 | $800 | $962 | $350 | $860 | $650 | $107 | $100 |
| 659E35000 WATER | 7 MGAL | $11.50 | $1.00 | $1.00 | $0.05 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,588 | $1,500 | $750 | $650 | $2,000 | $3,000 | $2,800 | $3,563 | $6,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 63 SY | $13.69 | $65.00 | $50.00 | $12.00 | $25.00 | $65.00 | $24.00 | $28.00 | $65.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 30 SF | $19.17 | $1.50 | $30.00 | $5.00 | $18.00 | $2.00 | $30.00 | $7.00 | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 10 CY | $350 | $300 | $150 | $120 | $172 | $400 | $115 | $166 | $250 |
| 611E07900 18" CONDUIT, TYPE D | 68 FT | $19.94 | $70.00 | $125 | $60.00 | $115 | $170 | $75.00 | $83.00 | $250 |
| 407E20000 NON-TRACKING TACK COAT | 139 GAL | $10.75 | $3.25 | $20.00 | $6.00 | $5.00 | $4.00 | $5.00 | $5.05 | $4.00 |
| 605E31100 AGGREGATE DRAINS | 71 FT | $19.13 | $12.00 | $30.00 | $10.00 | $28.00 | $25.00 | $40.00 | $21.00 | $35.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $51.44 | $45.00 | $50.00 | $20.00 | $5.00 | $10.00 | $75.00 | $21.00 | $75.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.07 MILE | $26,876 | $11,975 | $32,000 | $11,975 | $12,000 | $15,000 | $15,000 | $12,758 | $11,975 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $53,752 | $20,550 | $32,000 | $20,550 | $21,000 | $25,000 | $23,000 | $21,893 | $20,550 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,500 | $4,500 | $10,000 | $26,000 | $5,000 | $15,000 | $3,500 | $8,237 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94901 8' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 74 FT | $1,181 | $87k | 26% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 180 CY | $224.24 | $40k | 12% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 71 CY | $537.52 | $38k | 11% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 51 CY | $505 | $26k | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 30 CY | $623.09 | $19k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=3") | 214 SY | $64.5 | $14k | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 12 CY | $806.7 | $10k | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,881 LB | $1.76 | $9k | 3% |
| 304E20000 AGGREGATE BASE | 70 CY | $121.41 | $8k | 3% |
| 601E11000 RIPRAP, TYPE D | 26 SY | $250 | $7k | 2% |