Meg-CR 5-00.35
Meigs County · est $0.2M
Bid dateThursday, December 3—
Meigs County · est $0.2M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 22 more items below.
| Item | Quantity | R1Tucson INC | R2Shelly & Sands INC | R3Allard Excavation LLC | R4Eclipse CO LLC | R5Axis Civil Construction LLC | R6R C Construction Company And Son INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 832E30000 EROSION CONTROL | 30,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 13% |
| 203E20000 EMBANKMENT | 2,630 CY | $11.00 | $19.00 | $18.25 | $17.00 | $18.00 | $25.00 | 13% |
| 638E98600 WATER WORK, MISC.:PER PLAN | 209 FT | $125 | $125 |
| Item | Quantity | R1Tucson INC | R2Shelly & Sands INC | R3Allard Excavation LLC | R4Eclipse CO LLC | R5Axis Civil Construction LLC | R6R C Construction Company And Son INC |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $6,250 | $8,637 | $18,870 | $10,000 | $2,500 |
| 202E23000 PAVEMENT REMOVED | 145 SY | $10.00 | $6.50 | $3.10 | $17.25 | $8.00 | $20.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 790 FT | $2.16 | $2.00 | $2.00 |
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 →
| $133 |
| $154 |
| $110 |
| $125 |
| 11% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $10,000 | $44,000 | $18,988 | $18,000 | $12,500 | 9% |
| 203E10001 EXCAVATION, AS PER PLAN | 1,524 CY | $13.00 | $10.00 | $8.90 | $14.25 | $18.00 | $20.00 | 9% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 53 CY | $324 | $295 | $295 | $301 | $300 | $395 | 7% |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN, | 728 FT | $19.00 | $17.50 | $20.50 | $20.75 | $8.00 | $28.00 | 6% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN, NO. 8 AGGREGATE | 195 CY | $62.00 | $94.00 | $72.00 | $70.00 | $95.00 | $75.00 | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 20 CY | $540 | $275 | $275 | $281 | $290 | $375 | 5% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $7,560 | $550 | $20,000 | $8,422 | $55,000 | $6,500 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 1,096 SY | $6.50 | $7.70 | $7.70 | $7.75 | $9.00 | $30.00 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,800 | $4,250 | $7,500 | $8,500 | $10,000 | $12,500 | 3% |
| 203E20001 EMBANKMENT, AS PER PLAN, FEATHERING | 500 CY | $9.00 | $30.50 | $16.75 | $26.75 | $25.00 | $20.00 | 2% |
| 202E56000 BUILDING DEMOLISHED PARCEL 13-8-67 | 1 LS | $4,100 | $16,000 | $12,650 | $32,000 | $16,000 | $55,000 | 2% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 150 FT | $27.00 | $11.75 | $24.60 | $9.25 | $12.00 | $35.00 | 2% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $4,000 | $5,034 | $2,660 | $3,750 | $3,000 | $45,000 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,600 | $1,440 | $4,253 | $8,500 | $4,500 | $18,000 | 2% |
| 659E00300 TOPSOIL | 106 CY | $32.00 | $21.00 | $25.25 | $62.00 | $35.00 | $20.00 | 1% |
| 659E00540 SEEDING AND MULCHING, CLASS 3C | 953 SY | $3.50 | $3.10 | $2.00 | $4.00 | $3.00 | $10.00 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 | 1 EACH | $3,000 | $2,780 | $2,250 | $3,113 | $1,500 | $2,600 | 1% |
| $2.25 |
| $8.50 |
| $5.00 |
| 204E10000 SUBGRADE COMPACTION | 167 SY | $1.50 | $6.00 | $4.50 | $3.75 | $2.00 | $2.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,550 | $1,420 | $1,500 | $1,600 | $1,500 | $1,800 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $150 | $275 | $158 | $247 | $250 | $250 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $88.00 | $50.00 | $153 | $75.00 | $20.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 48 SY | $1.50 | $0.69 | $0.05 | $4.00 | $3.00 | $0.20 |
| 659E15000 INTER-SEEDING | 48 SY | $0.10 | $0.69 | $2.00 | $4.00 | $3.00 | $0.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.13 TON | $1,900 | $662 | $500 | $622 | $650 | $1,200 |
| 659E31000 LIME | 0.2 ACRE | $850 | $151 | $500 | $81.50 | $250 | $800 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 659E40000 MOWING | 2 MSF | $260 | $1.00 | $500 | $51.00 | $100 | $1,950 |
| 690E12010 SPECIAL - GEOTEXTILE FABRIC, 712.09, TYPE A | 397 SY | $1.20 | $1.25 | $2.00 | $2.50 | $2.80 | $10.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 22 FT | $27.00 | $20.00 | $13.25 | $16.50 | $12.00 | $25.00 |
| 611E01400 6" CONDUIT, TYPE E, 707.31 (PERFORATED) | 150 FT | $7.00 | $1.50 | $6.00 | $4.25 | $8.00 | $35.00 |
| 611E01500 6" CONDUIT, TYPE F, 707.33 | 41 FT | $20.00 | $11.50 | $11.00 | $13.00 | $12.00 | $25.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 3 EACH | $155 | $325 | $210 | $228 | $300 | $275 |
| 304E20000 AGGREGATE BASE | 31 CY | $82.00 | $95.00 | $86.85 | $78.00 | $85.00 | $125 |
| 407E20000 NON-TRACKING TACK COAT | 119 GAL | $5.40 | $3.25 | $3.25 | $3.25 | $4.00 | $10.00 |
| 638E98000 WATER WORK, MISC.:CUT AND CAP EXISTING MAIN, PROVI | 2 EACH | $950 | $540 | $1,660 | $787 | $2,500 | $2,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.1 MILE | $10,700 | $9,899 | $9,899 | $10,097 | $9,899 | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 832E30000 EROSION CONTROL | 30,000 EACH | $1 | $30k | 12% |
| 203E20000 EMBANKMENT | 2,630 CY | $11 | $29k | 12% |
| 638E98600 WATER WORK, MISC.:PER PLAN | 209 FT | $125 | $26k | 11% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 8% |
| 203E10001 EXCAVATION, AS PER PLAN | 1,524 CY | $13 | $20k | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 53 CY | $324 | $17k | 7% |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN, | 728 FT | $19 | $14k | 6% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN, NO. 8 AGGREGATE | 195 CY | $62 | $12k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 20 CY | $540 | $11k | 4% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $7,560 | $8k | 3% |