VIN-SR 160-16.05
VIN County · est $0.7M
Bid dateThursday, October 13—
VIN County · est $0.7M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 32 more items below.
| Item | Quantity | R1Parker Corporation | R2Allard Excavation LLC | R3D G M INC | R4Axis Civil Construction LLC | R5Shelly & Sands INC | R6Alan Stone CO INC | R7Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 611E96499 20' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN | 72 FT | $2,691 | $3,300 | $3,400 | $3,350 | $3,120 | $3,400 | $3,177 | 34% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 88.4 CY | $550 | $525 | $450 | $475 | $555 | $500 | $470 | 9% |
| 614E11000 MAINTAINING TRAFFIC |
| Item | Quantity | R1Parker Corporation | R2Allard Excavation LLC | R3D G M INC | R4Axis Civil Construction LLC | R5Shelly & Sands INC | R6Alan Stone CO INC | R7Ohio-west Virginia Excavating CO |
|---|---|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 485 FT | $2.00 | $2.00 | $1.00 | $4.00 | $2.50 | $3.40 | $16.00 |
| 203E10000 EXCAVATION | 92 CY | $20.00 | $28.25 | $30.00 | $28.00 | $14.00 | $20.00 | $61.00 |
| 203E20000 EMBANKMENT | 269 CY | $20.00 |
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 →
| 1 LS |
| $25,250 |
| $21,000 |
| $42,500 |
| $35,000 |
| $15,000 |
| $48,000 |
| $44,500 |
| 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 38 CY | $651 | $475 | $680 | $400 | $425 | $595 | $585 | 4% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 192 CY | $125 | $139 | $135 | $120 | $190 | $130 | $198 | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $22,550 | $9,047 | $18,000 | $4,000 | $7,500 | $6,000 | $11,000 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $22,250 | $14,900 | $36,000 | $35,000 | $25,000 | $40,000 | $38,250 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $22,250 | $16,000 | $42,000 | $25,000 | $45,225 | $60,000 | $64,500 | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 75 CY | $291 | $475 | $310 | $475 | $375 | $430 | $586 | 4% |
| 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $21,250 | $10,500 | $5,000 | $10,000 | $5,000 | $11,500 | $12,500 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $18,250 | $2,400 | $11,000 | $15,000 | $15,000 | $6,000 | $4,000 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $18,250 | $4,400 | $5,000 | $6,500 | $20,000 | $7,500 | $3,400 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $18,250 | $35,800 | $20,000 | $20,000 | $20,000 | $17,000 | $40,000 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 27.4 CY | $650 | $1,225 | $1,000 | $1,250 | $1,645 | $875 | $1,900 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 10,862 LB | $1.25 | $2.90 | $1.50 | $2.50 | $3.00 | $2.20 | $3.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 450 FT | $29.98 | $29.98 | $33.00 | $30.75 | $32.00 | $40.00 | $37.00 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 154 SY | $75.00 | $87.25 | $130 | $95.00 | $105 | $130 | $194 | 2% |
| 840E23000 SELECT GRANULAR BACKFILL | 163 CY | $65.00 | $92.50 | $80.00 | $155 | $100 | $95.00 | $120 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE EMASH 2016 | 4 EACH | $2,450 | $2,450 | $2,500 | $2,400 | $2,650 | $3,000 | $3,000 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1 1/2" AVERAGE | 1,019 SY | $8.00 | $9.50 | $10.00 | $9.50 | $17.00 | $20.00 | $12.00 | 1% |
| $19.10 |
| $25.00 |
| $24.00 |
| $41.00 |
| $20.00 |
| $85.00 |
| 204E10000 SUBGRADE COMPACTION | 311 SY | $0.50 | $4.25 | $12.50 | $3.00 | $7.00 | $5.00 | $2.00 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 109 CY | $65.00 | $85.00 | $120 | $130 | $125 | $100 | $122 |
| 659E10000 SEEDING AND MULCHING | 1,037 SY | $1.00 | $2.90 | $3.00 | $3.40 | $3.40 | $2.00 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.09 TON | $2,778 | $1,200 | $1,500 | $1,400 | $1,400 | $1,200 | $1,700 |
| 659E31000 LIME | 0.21 ACRE | $1,191 | $1,200 | $100 | $80.00 | $80.00 | $877 | $100 |
| 659E35000 WATER | 3 MGAL | $0.05 | $1.00 | $1.00 | $1.00 | $1.00 | $0.01 | $1.00 |
| 832E30000 EROSION CONTROL | 3,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE | 49 CY | $65.00 | $113 | $120 | $140 | $168 | $105 | $139 |
| 407E20000 NON-TRACKING TACK COAT | 112 GAL | $10.00 | $3.50 | $10.00 | $3.50 | $3.75 | $24.00 | $4.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 22 EACH | $20.00 | $7.90 | $1.00 | $15.00 | $23.00 | $7.00 | $44.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.62 MILE | $1,995 | $1,995 | $5,000 | $1,995 | $1,995 | $2,500 | $2,400 |
| 642E00300 CENTER LINE, TYPE 1 | 0.31 MILE | $3,550 | $3,550 | $5,000 | $3,550 | $3,550 | $4,400 | $4,300 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,500 | $2,000 | $2,000 | $1,600 | $2,000 | $2,500 | $2,300 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $200 | $2,000 | $2,500 | $1,000 | $25,500 | $2,500 | $8,100 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BIDIRECTIONAL) | 32 EACH | $10.00 | $12.50 | $20.00 | $15.00 | $10.00 | $30.00 | $30.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 32 EACH | $10.00 | $12.50 | $20.00 | $25.00 | $19.00 | $43.00 | $42.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.2 MILE | $5,500 | $10,020 | $10,000 | $10,020 | $10,020 | $13,000 | $12,300 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.42 MILE | $2,000 | $4,800 | $5,000 | $4,800 | $4,800 | $6,000 | $5,900 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 22 FT | $10.00 | $12.00 | $25.00 | $12.00 | $12.00 | $15.00 | $15.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 660 FT | $10.00 | $18.50 | $17.50 | $24.00 | $26.00 | $21.00 | $18.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 100 FT | $10.00 | $35.25 | $27.00 | $24.00 | $60.00 | $50.00 | $26.00 |
| 202E23500 WEARING COURSE REMOVED | 82 SY | $5.00 | $3.75 | $10.00 | $16.00 | $6.00 | $5.00 | $29.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 163 CY | $6.50 | $44.00 | $20.00 | $65.00 | $38.00 | $30.00 | $138 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.8 CY | $650 | $4,925 | $2,500 | $1,650 | $2,700 | $4,000 | $15,900 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 153 SY | $12.00 | $37.00 | $40.00 | $37.00 | $32.00 | $35.00 | $25.00 |
| 512E33000 TYPE 2 WATERPROOFING | 170 SY | $14.00 | $55.00 | $15.00 | $25.00 | $24.50 | $28.00 | $31.00 |
| 512E33010 TYPE 3 WATERPROOFING | 192 SY | $18.00 | $55.00 | $30.00 | $49.00 | $32.50 | $40.00 | $41.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 44 SF | $5.00 | $4.25 | $20.00 | $4.00 | $1.50 | $2.00 | $19.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 39 CY | $31.00 | $141 | $120 | $165 | $165 | $135 | $177 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96499 20' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN | 72 FT | $2,691 | $194k | 31% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 88.4 CY | $550 | $49k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,250 | $25k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 38 CY | $651 | $25k | 4% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 192 CY | $125 | $24k | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $22,550 | $23k | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $22,250 | $22k | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $22,250 | $22k | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 75 CY | $291 | $22k | 4% |
| 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $21,250 | $21k | 3% |