Nob-SR 821-18.31
Noble County · est $1.7M
Bid dateThursday, January 28—
Noble County · est $1.7M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 44 more items below.
| Item | Quantity | R1Tucson INC | R2Howard Concrete Pumping CO INC | R3Shelly & Sands INC | R4Bear Contracting LLC | R5Beaver Excavating Company | R6Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 203E98000 ROADWAY, MISC.:PRODUCTION GROUT | 2,667 CY | $180 | $180 | $180 | $180 | $170 | $196 | 33% |
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 1,828 CY | $74.00 | $49.00 | $72.75 | $75.00 | $57.00 | $86.00 | 9% |
| 203E20000 EMBANKMENT | 11,087 CY | $12.00 | $17.00 | $23.00 | $18.00 |
| Item | Quantity | R1Tucson INC | R2Howard Concrete Pumping CO INC | R3Shelly & Sands INC | R4Bear Contracting LLC | R5Beaver Excavating Company | R6Eclipse CO LLC |
|---|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 325 FT | $2.00 | $2.00 | $2.00 | $2.25 | $2.00 | $2.00 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 200 FT | $2.50 | $3.50 | $2.50 | $2.60 | $2.50 | $2.50 |
| 202E98100 REMOVAL MISC.:EXISTING PILING | 30 EACH | $235 | $15.00 |
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 →
| $24.00 |
| $50.50 |
| 9% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 3,700 CY | $30.00 | $68.00 | $64.00 | $80.00 | $70.00 | $75.50 | 8% |
| 203E98300 ROADWAY, MISC.:ANGLED 6-INCH INJECTION BY CONVENTI | 4,650 FT | $13.00 | $13.00 | $13.00 | $13.00 | $21.00 | $13.25 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $60,000 | $40,000 | $40,000 | $125,000 | $100,000 | $180,201 | 4% |
| 203E98500 ROADWAY, MISC.:TEST TRENCH | 1 LS | $55,000 | $55,000 | $55,000 | $55,000 | $5,000 | $57,750 | 4% |
| 203E98000 ROADWAY, MISC.:BARRIER GROUT | 297 CY | $185 | $185 | $185 | $185 | $200 | $187 | 4% |
| 203E98300 ROADWAY, MISC.:VERTICAL 6-INCH INJECTION BY CONVEN | 4,889 FT | $11.00 | $11.00 | $11.00 | $11.00 | $21.00 | $11.50 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $53,500 | $8,000 | $60,000 | $23,000 | $54,000 | $11,859 | 4% |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE C | 232 CY | $168 | $175 | $167 | $178 | $124 | $198 | 3% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 596 CY | $62.00 | $75.00 | $61.00 | $94.00 | $70.00 | $94.50 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $34,500 | $30,000 | $10,000 | $8,000 | $20,000 | $29,000 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 121 CY | $225 | $255 | $275 | $215 | $275 | $227 | 2% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $26,500 | $7,500 | $29,550 | $26,000 | $25,500 | $25,427 | 2% |
| 203E10000 EXCAVATION | 3,333 CY | $7.00 | $12.00 | $18.00 | $15.00 | $22.00 | $58.50 | 2% |
| 203E98500 ROADWAY, MISC.:EMERGENCY ACTION PLAN | 1 LS | $20,000 | $30,000 | $20,000 | $20,000 | $1,500 | $21,000 | 1% |
| 203E98500 ROADWAY, MISC.:SITE MONITORING PLAN | 1 LS | $20,000 | $25,000 | $20,000 | $20,000 | $1,500 | $21,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $19,500 | $25,000 | $20,000 | $20,000 | $10,000 | $30,983 | 1% |
| 659E10000 SEEDING AND MULCHING | 5,603 SY | $2.75 | $1.00 | $0.68 | $1.00 | $0.85 | $1.00 | 1% |
| $188 |
| $270 |
| $410 |
| $364 |
| 203E98000 ROADWAY, MISC.:OVERBURDEN GROUT | 30 CY | $200 | $200 | $200 | $200 | $200 | $203 |
| 203E98300 ROADWAY, MISC.:ANGLED 9-INCH INJECTION BY CONVENTI | 891 FT | $16.00 | $16.00 | $16.00 | $16.00 | $23.00 | $16.25 |
| 203E98300 ROADWAY, MISC.:CASING | 1,968 FT | $4.00 | $4.00 | $4.00 | $30.00 | $7.00 | $4.00 |
| 203E98300 ROADWAY, MISC.:CONFIRMATION BOREHOLES - ROCK | 130 FT | $60.00 | $60.00 | $60.00 | $60.00 | $98.00 | $63.00 |
| 203E98300 ROADWAY, MISC.:CONFIRMATION BOREHOLES - SOIL | 26 FT | $60.00 | $60.00 | $60.00 | $60.00 | $150 | $63.00 |
| 203E98300 ROADWAY, MISC.:VERTICAL 9-INCH INJECTION BY CONVEN | 935 FT | $13.00 | $13.00 | $13.00 | $13.00 | $23.00 | $13.50 |
| 203E98500 ROADWAY, MISC.:STABILIZATION PLAN | 1 LS | $15,000 | $25,000 | $15,000 | $15,000 | $1,500 | $15,750 |
| 204E10000 SUBGRADE COMPACTION | 263 SY | $2.00 | $5.00 | $4.00 | $4.00 | $4.00 | $5.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 337.5 FT | $17.50 | $17.50 | $17.50 | $18.00 | $17.50 | $18.50 |
| 606E16050 GUARDRAIL REBUILT, TYPE MGS | 175 FT | $12.50 | $12.50 | $12.50 | $12.50 | $12.50 | $13.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,250 | $1,275 | $1,250 | $1,250 | $1,250 | $1,313 |
| 606E27800 ANCHOR ASSEMBLY REBUILT, TYPE A | 1 EACH | $1,000 | $1,050 | $1,000 | $1,000 | $1,000 | $1,050 |
| 690E20020 SPECIAL - FIELD SURVEYS | 1 LS | $6,000 | $6,000 | $9,000 | $3,500 | $7,000 | $11,775 |
| 659E20000 COMMERCIAL FERTILIZER | 0.76 TON | $1,100 | $700 | $665 | $610 | $610 | $641 |
| 659E31000 LIME | 1.16 ACRE | $72.00 | $90.00 | $153 | $80.00 | $80.00 | $84.00 |
| 659E35000 WATER | 15.1 MGAL | $1.15 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 8,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 46 FT | $34.00 | $25.00 | $17.25 | $20.00 | $15.00 | $20.00 |
| 611E01400 6" CONDUIT, TYPE E, 707.31 | 645 FT | $7.50 | $10.00 | $1.25 | $2.00 | $7.00 | $28.00 |
| 611E01500 6" CONDUIT, TYPE F, 707.33 | 123 FT | $22.00 | $15.00 | $27.00 | $8.00 | $12.00 | $26.50 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $350 | $200 | $480 | $165 | $390 | $542 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 41 CY | $262 | $285 | $375 | $250 | $240 | $265 |
| 304E20000 AGGREGATE BASE | 46 CY | $83.00 | $100 | $95.00 | $100 | $90.00 | $94.50 |
| 407E20000 NON-TRACKING TACK COAT | 226 GAL | $3.00 | $3.50 | $3.00 | $3.15 | $3.00 | $3.50 |
| 408E10000 PRIME COAT | 152 GAL | $17.00 | $20.00 | $20.00 | $15.00 | $8.00 | $18.00 |
| 617E10100 COMPACTED AGGREGATE | 32 CY | $67.00 | $110 | $120 | $105 | $120 | $114 |
| 621E00100 RPM | 22 EACH | $128 | $165 | $128 | $130 | $128 | $167 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 22 EACH | $19.00 | $15.00 | $15.50 | $5.00 | $15.00 | $12.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $142 | $65.00 | $60.00 | $60.00 | $50.00 | $63.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 5 EACH | $142 | $210 | $200 | $200 | $50.00 | $210 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.32 MILE | $2,525 | $9,000 | $2,525 | $2,525 | $3,841 | $2,928 |
| 642E00300 CENTER LINE, TYPE 1 | 0.16 MILE | $4,500 | $9,000 | $4,500 | $4,500 | $7,681 | $4,009 |
| 614E12394 WORK ZONE IMPACT ATTENUATOR, OVER 24? AND LESS THA | 2 EACH | $1,900 | $2,100 | $1,900 | $3,600 | $5,800 | $2,055 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 10 EACH | $22.00 | $8.00 | $17.00 | $22.00 | $22.00 | $8.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 7 EACH | $32.00 | $13.00 | $21.50 | $32.00 | $25.00 | $18.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.15 MILE | $4,950 | $15,000 | $4,950 | $4,950 | $4,950 | $6,456 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 36 FT | $12.50 | $20.00 | $12.50 | $12.50 | $12.50 | $13.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $2,000 | $22,000 | $2,000 | $7,500 | $10,000 | $7,806 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 68 SY | $169 | $125 | $175 | $75.00 | $110 | $111 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 530 FT | $25.00 | $18.00 | $12.25 | $20.00 | $40.00 | $39.00 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $14,000 | $24,000 | $25,000 | $7,500 | $100,000 | $53,050 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E98000 ROADWAY, MISC.:PRODUCTION GROUT | 2,667 CY | $180 | $480k | 29% |
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 1,828 CY | $74 | $135k | 8% |
| 203E20000 EMBANKMENT | 11,087 CY | $12 | $133k | 8% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 3,700 CY | $30 | $111k | 7% |
| 203E98300 ROADWAY, MISC.:ANGLED 6-INCH INJECTION BY CONVENTI | 4,650 FT | $13 | $60k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $60,000 | $60k | 4% |
| 203E98500 ROADWAY, MISC.:TEST TRENCH | 1 LS | $55,000 | $55k | 3% |
| 203E98000 ROADWAY, MISC.:BARRIER GROUT | 297 CY | $185 | $55k | 3% |
| 203E98300 ROADWAY, MISC.:VERTICAL 6-INCH INJECTION BY CONVEN | 4,889 FT | $11 | $54k | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $53,500 | $54k | 3% |