VIN-SR 93-12.16
VIN County · est $1.1M
Bid dateThursday, November 3—
VIN County · est $1.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 53 more items below.
| Item | Quantity | R1Parker Corporation | R2Alan Stone CO INC | R3D G M INC | R4Axis Civil Construction LLC | R5Shelly & Sands INC | R6Allard Excavation LLC | R7Complete General Construction Company | R8Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 81 FT | $1,563 | $1,200 | $1,500 | $1,820 | $2,100 | $2,250 | $2,100 | $2,155 | 17% |
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 75 FT | $1,452 | $1,300 | $1,365 | $1,490 | $1,700 |
| Item | Quantity | R1Parker Corporation | R2Alan Stone CO INC | R3D G M INC | R4Axis Civil Construction LLC | R5Shelly & Sands INC | R6Allard Excavation LLC | R7Complete General Construction Company | R8Ohio-west Virginia Excavating CO |
|---|---|---|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 391 FT | $2.00 | $3.00 | $1.00 | $4.00 | $2.50 | $2.50 | $2.00 | $12.35 |
| 203E20000 EMBANKMENT | 697 CY | $20.00 | $8.50 | $20.00 | $27.00 | $17.00 | $25.00 |
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 →
| $2,250 |
| $2,100 |
| $2,030 |
| 15% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 174 CY | $376 | $355 | $385 | $385 | $375 | $365 | $375 | $475 | 9% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 183 CY | $246 | $355 | $255 | $375 | $245 | $335 | $245 | $327 | 6% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 291 CY | $125 | $125 | $130 | $139 | $175 | $137 | $160 | $172 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $34,250 | $47,000 | $60,000 | $42,000 | $14,750 | $50,300 | $47,000 | $47,325 | 5% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 270 CY | $125 | $157 | $120 | $139 | $175 | $140 | $165 | $172 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $32,025 | $40,000 | $40,000 | $40,000 | $40,000 | $105,000 | $40,000 | $62,000 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $27,250 | $15,000 | $9,000 | $13,000 | $12,000 | $17,000 | $10,000 | $5,560 | 4% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $26,250 | $10,000 | $2,000 | $7,500 | $3,500 | $9,000 | $20,000 | $15,650 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 47 CY | $550 | $550 | $500 | $595 | $825 | $598 | $700 | $511 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 47 CY | $550 | $550 | $500 | $595 | $800 | $598 | $700 | $511 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,250 | $15,000 | $14,000 | $10,000 | $8,295 | $8,000 | $10,000 | $7,000 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $19,825 | $8,000 | $19,000 | $7,000 | $7,500 | $12,600 | $10,000 | $14,850 | 3% |
| 203E10000 EXCAVATION | 911 CY | $20.00 | $11.00 | $20.00 | $27.00 | $17.00 | $25.00 | $22.00 | $36.30 | 2% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $16,625 | $17,000 | $24,000 | $28,000 | $6,500 | $8,200 | $35,000 | $4,030 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $16,625 | $35,000 | $65,000 | $28,000 | $32,000 | $41,500 | $70,000 | $67,055 | 2% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $16,625 | $15,000 | $20,000 | $18,000 | $10,000 | $5,400 | $40,000 | $4,030 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $16,625 | $20,000 | $4,000 | $11,000 | $5,500 | $6,500 | $20,000 | $17,136 | 2% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 198 SY | $75.00 | $135 | $135 | $120 | $85.00 | $130 | $85.00 | $142 | 2% |
| $25.00 |
| $74.70 |
| 204E10000 SUBGRADE COMPACTION | 1,298 SY | $0.50 | $2.50 | $7.50 | $2.60 | $7.00 | $4.00 | $3.50 | $1.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 325 FT | $21.20 | $27.00 | $33.00 | $25.00 | $25.00 | $25.00 | $21.20 | $38.64 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 125 FT | $32.40 | $40.00 | $35.00 | $37.50 | $37.50 | $37.50 | $32.40 | $37.33 |
| 606E17500 POST END ANCHOR (OR CONCRETE BLOCK END ANCHOR) | 1 EACH | $1,275 | $1,500 | $1,900 | $1,500 | $1,500 | $1,500 | $1,275 | $2,350 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $2,960 | $2,700 | $2,700 | $2,700 | $2,700 | $2,700 | $2,960 | $2,965 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,345 | $1,300 | $1,500 | $1,300 | $1,300 | $1,300 | $1,345 | $1,485 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $185 | $200 | $250 | $150 | $150 | $150 | $185 | $218 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 82 CY | $65.00 | $90.00 | $120 | $130 | $110 | $74.00 | $120 | $147 |
| 659E10000 SEEDING AND MULCHING | 4,323 SY | $1.00 | $1.50 | $3.00 | $1.20 | $1.15 | $4.15 | $1.30 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.39 TON | $1,283 | $1,300 | $1,500 | $1,400 | $1,400 | $1,000 | $901 | $1,730 |
| 659E31000 LIME | 0.89 ACRE | $562 | $900 | $100 | $80.00 | $80.00 | $125 | $155 | $100 |
| 659E35000 WATER | 24 MGAL | $0.05 | $0.01 | $1.00 | $1.00 | $1.00 | $5.00 | $1.00 | $1.25 |
| 832E30000 EROSION CONTROL | 4,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=3") | 1,115 SY | $8.00 | $20.00 | $20.00 | $13.50 | $20.00 | $16.50 | $20.00 | $12.45 |
| 304E20000 AGGREGATE BASE | 213 CY | $65.00 | $75.00 | $90.00 | $135 | $100 | $109 | $120 | $114 |
| 407E20000 NON-TRACKING TACK COAT | 330 GAL | $3.60 | $5.50 | $3.50 | $4.25 | $3.50 | $3.50 | $3.50 | $4.30 |
| 422E11000 AGGREGATE, SINGLE CHIP SEAL, TYPE A | 1,288 SY | $2.06 | $12.50 | $6.00 | $5.40 | $8.50 | $8.50 | $50.00 | $3.50 |
| 422E25000 EMULSION, CHIP SEAL | 477 GAL | $5.56 | $6.50 | $4.00 | $7.00 | $7.50 | $7.50 | $6.00 | $8.50 |
| 605E31100 AGGREGATE DRAINS | 255 FT | $10.00 | $15.00 | $25.00 | $26.00 | $12.00 | $13.50 | $27.00 | $45.20 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 13 EACH | $20.00 | $15.00 | $1.00 | $25.00 | $15.00 | $10.00 | $30.00 | $60.25 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 8 EACH | $11.00 | $10.00 | $15.00 | $10.00 | $10.00 | $10.00 | $11.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $100 | $70.00 | $100 | $75.00 | $75.00 | $75.00 | $700 | $211 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 2 EACH | $100 | $200 | $100 | $200 | $200 | $200 | $75.00 | $211 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.34 MILE | $5,250 | $6,700 | $6,000 | $5,250 | $5,250 | $5,250 | $9,710 | $6,475 |
| 642E00300 CENTER LINE, TYPE 1 | 0.17 MILE | $9,875 | $13,000 | $10,000 | $9,875 | $9,875 | $9,875 | $19,410 | $12,200 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,500 | $2,800 | $2,000 | $1,800 | $2,200 | $2,200 | $2,400 | $3,200 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $200 | $2,500 | $2,500 | $1,000 | $12,500 | $3,000 | $2,000 | $8,485 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, TWO WAY | 24 EACH | $10.00 | $50.00 | $42.50 | $23.00 | $7.00 | $42.50 | $42.50 | $52.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 24 EACH | $10.00 | $50.00 | $42.50 | $23.00 | $12.00 | $42.50 | $42.50 | $52.50 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.2 MILE | $5,500 | $10,000 | $8,000 | $7,650 | $7,650 | $7,650 | $7,650 | $9,450 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.44 MILE | $2,250 | $5,000 | $4,000 | $3,650 | $3,650 | $3,650 | $3,650 | $4,500 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $10.00 | $20.00 | $20.00 | $14.00 | $14.00 | $14.00 | $14.00 | $17.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 504 FT | $10.00 | $21.00 | $16.50 | $26.00 | $20.00 | $20.00 | $28.00 | $44.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $11,625 | $5,000 | $2,000 | $18,000 | $32,000 | $6,500 | $35,000 | $46,450 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 6,596 LB | $1.25 | $3.00 | $2.00 | $2.40 | $2.50 | $2.50 | $2.50 | $3.30 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 15 CY | $650 | $1,200 | $1,000 | $1,450 | $2,500 | $2,025 | $1,900 | $1,875 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $650 | $2,400 | $1,500 | $1,450 | $1,000 | $1,500 | $2,000 | $4,355 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 78 SY | $12.00 | $50.00 | $40.00 | $42.00 | $35.00 | $42.00 | $35.00 | $52.00 |
| 512E33000 TYPE 2 WATERPROOFING | 285 SY | $14.00 | $17.00 | $17.00 | $27.00 | $24.50 | $27.00 | $24.50 | $33.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $5.00 | $2.00 | $15.00 | $10.00 | $1.40 | $4.50 | $11.00 | $23.30 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 10 CY | $120 | $174 | $150 | $320 | $275 | $133 | $160 | $289 |
| 601E11000 RIPRAP, TYPE D | 42 SY | $18.00 | $177 | $120 | $155 | $250 | $72.00 | $238 | $323 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $11,625 | $5,000 | $2,000 | $12,000 | $27,000 | $6,400 | $30,000 | $12,770 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 6,596 LB | $1.25 | $3.00 | $2.00 | $2.10 | $2.25 | $2.50 | $2.50 | $3.30 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 15 CY | $650 | $1,200 | $1,000 | $1,300 | $3,200 | $2,025 | $1,900 | $1,875 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $650 | $1,800 | $1,500 | $1,300 | $1,000 | $1,500 | $2,000 | $4,356 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 78 SY | $12.00 | $50.00 | $40.00 | $42.00 | $35.00 | $42.00 | $35.00 | $52.00 |
| 512E33000 TYPE 2 WATERPROOFING | 264 SY | $14.00 | $22.00 | $15.00 | $27.00 | $24.50 | $27.00 | $24.50 | $33.40 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $5.00 | $2.00 | $15.00 | $5.00 | $1.40 | $4.50 | $11.00 | $23.30 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 10 CY | $120 | $224 | $125 | $310 | $275 | $133 | $160 | $289 |
| 601E11000 RIPRAP, TYPE D | 42 SY | $18.00 | $177 | $120 | $145 | $275 | $72.00 | $238 | $321 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 81 FT | $1,563 | $127k | 14% |
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 75 FT | $1,452 | $109k | 12% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 174 CY | $376 | $65k | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 183 CY | $246 | $45k | 5% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 291 CY | $125 | $36k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $34,250 | $34k | 4% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 270 CY | $125 | $34k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $32,025 | $32k | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $27,250 | $27k | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $26,250 | $26k | 3% |