PIK-CR 50-02.55 OH18-01
PIK County · est $1.0M
Bid dateThursday, September 28—
PIK County · est $1.0M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 30 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4Sunesis Construction CO | R5Complete General Construction Company | R6Kokosing Construction Company INC | R7George J Igel & CO INC | R8Allard Excavation LLC | R9Allied Construction, LLC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 950 FT | $220 | $293 | $320 | $338 | $300 | $315 | $280 | $250 | $435 | 20% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 850 FT |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4Sunesis Construction CO | R5Complete General Construction Company | R6Kokosing Construction Company INC | R7George J Igel & CO INC | R8Allard Excavation LLC | R9Allied Construction, LLC |
|---|---|---|---|---|---|---|---|---|---|---|
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 448 FT | $5.00 | $20.00 | $10.00 | $4.82 | $5.00 | $3.00 | $6.50 | $3.00 | $6.50 |
| 203E10000 EXCAVATION | 162 CY |
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 →
| $230 |
| $302 |
| $320 |
| $332 |
| $285 |
| $315 |
| $290 |
| $260 |
| $435 |
| 19% |
| 866E00101 GROUND ANCHOR, AS PER PLAN, 33 KIP MAX. TEST LOAD | 50 EACH | $3,000 | $2,647 | $2,950 | $3,072 | $4,000 | $3,200 | $2,600 | $2,834 | $2,400 | 14% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 249 FT | $240 | $361 | $222 | $202 | $220 | $210 | $200 | $380 | $200 | 6% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $55,000 | $6,000 | $37,500 | $38,310 | $45,000 | $50,000 | $60,000 | $16,618 | $10,000 | 5% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $50,000 | $69,000 | $67,000 | $41,143 | $45,000 | $150,000 | $370,000 | $540,000 | $75,000 | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 83 CY | $500 | $838 | $950 | $1,207 | $1,000 | $1,100 | $750 | $686 | $1.25 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 110 CY | $364 | $313 | $300 | $267 | $265 | $265 | $300 | $330 | $425 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $75,500 | $40,000 | $66,342 | $40,000 | $40,000 | $85,000 | $125,000 | $150,000 | 4% |
| 524E95000 DRILLED SHAFTS, MISC.: 36" DIAMETER UNREINFORCED ( | 343 FT | $100 | $183 | $185 | $212 | $300 | $145 | $130 | $150 | $435 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 12,158 LB | $2.34 | $1.75 | $2.00 | $1.77 | $1.40 | $1.80 | $2.00 | $3.00 | $0.73 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 | $9,000 | $21,000 | $14,640 | $14,000 | $23,000 | $15,000 | $5,766 | $25,000 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 58 CY | $378 | $437 | $450 | $373 | $370 | $370 | $450 | $461 | $485 | 2% |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $20,000 | $5,500 | $2,900 | $14,336 | $15,000 | $6,000 | $5,000 | $9,340 | $25,000 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $2,300 | $17,000 | $2,015 | $5,000 | $15,000 | $15,000 | $8,095 | $50,000 | 2% |
| 304E20000 AGGREGATE BASE | 153 CY | $104 | $125 | $90.00 | $113 | $85.00 | $100 | $105 | $82.00 | $175 | 2% |
| 202E23000 PAVEMENT REMOVED | 654 SY | $23.54 | $17.50 | $7.00 | $20.14 | $15.00 | $10.00 | $10.00 | $9.00 | $35.00 | 1% |
| 524E95000 DRILLED SHAFTS, MISC.: DEMONSTRATION DRILLED SHAFT | 36 FT | $330 | $1,923 | $1,000 | $832 | $1,500 | $750 | $650 | $1,308 | $3,767 | 1% |
| 605E31101 AGGREGATE DRAINS, AS PER PLAN | 249 FT | $45.00 | $45.00 | $100 | $73.61 | $75.00 | $65.00 | $30.00 | $41.00 | $50.00 | 1% |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN, NO. 89 AGG | 185 CY | $59.77 | $194 | $140 | $133 | $165 | $160 | $150 | $75.00 | $48.10 | 1% |
| $33.98 |
| $46.00 |
| $40.00 |
| $35.25 |
| $40.00 |
| $82.00 |
| $55.00 |
| $28.00 |
| $40.00 |
| 203E20000 EMBANKMENT | 9 CY | $32.20 | $177 | $37.00 | $57.53 | $50.00 | $75.00 | $25.00 | $29.00 | $150 |
| 204E10000 SUBGRADE COMPACTION | 689 SY | $4.62 | $5.00 | $4.00 | $6.32 | $5.00 | $6.40 | $5.00 | $4.00 | $8.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $220 | $365 | $225 | $399 | $225 | $500 | $140 | $208 | $1,500 |
| 606E15050 GUARDRAIL, TYPE MGS | 150 FT | $27.51 | $40.00 | $24.50 | $33.15 | $32.90 | $32.90 | $32.90 | $42.00 | $32.90 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,212 | $2,800 | $2,450 | $2,116 | $2,100 | $2,100 | $2,100 | $2,958 | $2,100 |
| 659E10000 SEEDING AND MULCHING | 217 SY | $4.27 | $16.00 | $14.00 | $19.05 | $14.00 | $16.32 | $18.43 | $13.00 | $16.32 |
| 659E14000 REPAIR SEEDING AND MULCHING | 11 SY | $2.89 | $16.00 | $14.00 | $0.80 | $14.00 | $0.80 | $14.00 | $0.50 | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $979 | $1,600 | $1,400 | $902 | $1,400 | $895 | $1,400 | $623 | $895 |
| 659E31000 LIME | 0.05 ACRE | $400 | $120 | $100 | $143 | $100 | $142 | $100 | $623 | $142 |
| 659E35000 WATER | 2 MGAL | $12.97 | $1.00 | $1.00 | $1.01 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 671E15040 EROSION CONTROL MAT, TYPE E | 221 SY | $3.25 | $5.00 | $4.00 | $3.43 | $4.00 | $3.41 | $4.00 | $5.00 | $3.41 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E07200 18" CONDUIT, TYPE A | 10 FT | $153 | $260 | $300 | $347 | $175 | $100 | $105 | $125 | $41.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 43 FT | $75.00 | $27.00 | $12.00 | $12.09 | $20.00 | $28.00 | $10.00 | $6.00 | $500 |
| 407E10000 TACK COAT | 66 GAL | $4.72 | $3.00 | $3.25 | $2.52 | $2.50 | $2.50 | $10.70 | $3.00 | $1.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 3 CY | $105 | $610 | $200 | $506 | $200 | $850 | $175 | $117 | $175 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.1 MILE | $10,801 | $1,700 | $10,250 | $13,755 | $10,250 | $10,250 | $10,250 | $12,765 | $10,250 |
| 642E00300 CENTER LINE, TYPE 1 | 0.05 MILE | $11,359 | $3,500 | $20,450 | $13,755 | $20,450 | $20,450 | $20,450 | $25,467 | $20,450 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $80.00 | $94.00 | $90.00 | $75.57 | $85.00 | $60.00 | $100 | $106 | $100 |
| 616E10000 WATER | 1 MGAL | $1.00 | $5.00 | $50.00 | $41.83 | $70.00 | $150 | $145 | $1.00 | $1.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 166 SY | $32.64 | $29.00 | $26.50 | $25.19 | $25.00 | $30.42 | $25.00 | $31.00 | $9.75 |
| 512E33000 TYPE 2 WATERPROOFING | 9 SY | $33.35 | $118 | $50.00 | $101 | $100 | $75.00 | $100 | $125 | $55.56 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 27 SF | $11.36 | $3.00 | $2.00 | $4.95 | $15.00 | $15.00 | $22.50 | $5.00 | $2.00 |
| 518E39900 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 176 FT | $10.00 | $29.00 | $45.00 | $8.90 | $25.00 | $14.00 | $48.00 | $10.00 | $7.40 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $15,000 | $9,528 | $0.01 | $15,000 | $12,000 | $10,000 | $15,800 | $18,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,500 | $4,200 | $4,200 | $8,982 | $10,000 | $3,600 | $3,600 | $4,483 | $7,800 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $5,000 | $5,650 | $4,283 | $4,250 | $5,000 | $4,250 | $5,293 | $4,250 |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $1,000 | $2,900 | $3,900 | $1,368 | $2,000 | $4,100 | $2,900 | $1,868 | $3,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 950 FT | $220 | $209k | 19% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 850 FT | $230 | $196k | 17% |
| 866E00101 GROUND ANCHOR, AS PER PLAN, 33 KIP MAX. TEST LOAD | 50 EACH | $3,000 | $150k | 13% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 249 FT | $240 | $60k | 5% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $55,000 | $55k | 5% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $50,000 | $50k | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 83 CY | $500 | $42k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 110 CY | $364.15 | $40k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 4% |
| 524E95000 DRILLED SHAFTS, MISC.: 36" DIAMETER UNREINFORCED ( | 343 FT | $100 | $34k | 3% |