Vin-SR 124-05.09
Vinton County · est $0.3M
Bid dateThursday, May 21—
Vinton County · est $0.3M
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 · 30 more items below.
| Item | Quantity | R1D G M INC | R2Parker Corporation | R3Eclipse CO LLC | R4Axis Civil Construction LLC | R5Geiger Brothers INC | R6Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 611E96497 20' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 36 FT | $2,220 | $1,603 | $1,850 | $1,825 | $1,622 | $1,750 | 31% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 47.3 CY | $450 | $550 | $376 | $425 | $241 | $890 | 8% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 98 CY | $205 | $196 | $195 | $225 |
| Item | Quantity | R1D G M INC | R2Parker Corporation | R3Eclipse CO LLC | R4Axis Civil Construction LLC | R5Geiger Brothers INC | R6Shelly & Sands INC |
|---|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 143 FT | $1.00 | $2.00 | $4.00 | $3.00 | $29.41 | $7.00 |
| 203E20000 EMBANKMENT | 155 CY | $20.00 | $20.00 | $15.00 | $25.00 | $41.41 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 394 SY | $3.00 | $0.50 | $2.50 | $3.00 | $30.83 | $5.00 |
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 →
| $213 |
| $195 |
| 8% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 18.3 CY | $800 | $650 | $1,423 | $950 | $1,152 | $2,575 | 6% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $12,500 | $6,000 | $10,500 | $15,000 | $12,722 | $30,000 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 49 CY | $240 | $246 | $251 | $270 | $267 | $245 | 5% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 136 CY | $85.00 | $120 | $111 | $110 | $114 | $130 | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 5,405 LB | $2.00 | $1.25 | $2.00 | $2.50 | $1.93 | $2.50 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $18,800 | $19,359 | $20,000 | $5,216 | $10,000 | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 587.5 FT | $17.00 | $16.58 | $17.00 | $16.58 | $18.07 | $17.00 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,000 | $14,800 | $6,500 | $10,000 | $3,615 | $6,325 | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 | 3 EACH | $2,750 | $2,060 | $2,122 | $2,060 | $2,245 | $2,300 | 3% |
| 203E10000 EXCAVATION | 288 CY | $25.00 | $20.00 | $20.00 | $25.00 | $52.94 | $33.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,000 | $15,800 | $7,500 | $10,000 | $4,246 | $4,150 | 2% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 503E21330 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 1 LS | $5,000 | $11,000 | $21,000 | $14,500 | $7,050 | $17,500 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $16,450 | $7,000 | $8,500 | $3,436 | $2,250 | 2% |
| 304E20000 AGGREGATE BASE | 64 CY | $70.00 | $65.00 | $63.00 | $80.00 | $179 | $90.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T= 1 1/2") | 126 SY | $33.00 | $8.00 | $58.00 | $25.00 | $66.79 | $58.00 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 44 CY | $80.00 | $65.00 | $79.00 | $95.00 | $99.77 | $155 | 1% |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 100 FT | $25.00 | $17.92 | $18.50 | $17.92 | $19.53 | $18.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,150 | $850 | $876 | $850 | $927 | $1,000 |
| 623E40520 RIGHT-OF-WAY MONUMENT | 5 EACH | $300 | $500 | $102 | $400 | $626 | $250 |
| 659E10000 SEEDING AND MULCHING | 902 SY | $3.00 | $1.00 | $3.00 | $2.90 | $1.54 | $2.15 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $650 | $3,125 | $629 | $610 | $4,175 | $818 |
| 659E31000 LIME | 0.19 ACRE | $80.00 | $1,316 | $77.53 | $75.00 | $1,968 | $151 |
| 659E35000 WATER | 3 MGAL | $1.00 | $0.05 | $1.00 | $1.00 | $2,524 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 43 FT | $15.00 | $10.00 | $16.00 | $15.00 | $186 | $20.00 |
| 407E20000 NON-TRACKING TACK COAT | 87 GAL | $3.00 | $3.00 | $3.80 | $6.00 | $3.87 | $3.55 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $1.00 | $20.00 | $61.50 | $20.00 | $311 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BI-DIRECTIONAL | 12 EACH | $10.00 | $7.50 | $11.50 | $7.50 | $8.16 | $10.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $15.00 | $10.00 | $20.50 | $10.00 | $11.00 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $40.00 | $30.00 | $67.00 | $40.00 | $43.67 | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 | $10.00 | $26.00 | $10.00 | $11.00 | $25.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 2 EACH | $40.00 | $30.00 | $98.00 | $40.00 | $43.50 | $200 |
| 646E10010 EDGE LINE, 6" | 0.08 MILE | $40,000 | $39,545 | $40,742 | $16,800 | $49,813 | $16,800 |
| 646E10200 CENTER LINE | 0.04 MILE | $40,000 | $40,000 | $41,175 | $25,700 | $99,650 | $25,700 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 25 CY | $40.00 | $65.00 | $40.00 | $65.00 | $109 | $100 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 15 CY | $120 | $150 | $186 | $250 | $196 | $180 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,000 | $100 | $16,811 | $7,500 | $9,721 | $14,500 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.8 CY | $1,200 | $650 | $1,938 | $1,200 | $1,901 | $2,650 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 75 SY | $35.00 | $12.00 | $14.50 | $59.00 | $61.25 | $28.00 |
| 512E33000 TYPE 2 WATERPROOFING | 76 SY | $20.00 | $14.00 | $18.00 | $16.00 | $43.61 | $23.50 |
| 512E33010 TYPE 3 WATERPROOFING | 91 SY | $30.00 | $18.00 | $32.00 | $36.00 | $49.05 | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 36 SF | $15.00 | $5.00 | $5.50 | $10.00 | $76.42 | $1.50 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,000 | $1,200 | $1,648 | $7,500 | $4,872 | $3,779 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,000 | $15,800 | $14,500 | $10,000 | $1,828 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96497 20' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 36 FT | $2,220 | $80k | 27% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 47.3 CY | $450 | $21k | 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 98 CY | $205 | $20k | 7% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 18.3 CY | $800 | $15k | 5% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $12,500 | $13k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 49 CY | $240 | $12k | 4% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 136 CY | $85 | $12k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 5,405 LB | $2 | $11k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 587.5 FT | $17 | $10k | 3% |