Eri-SR 4-00.23
Erie County · est $0.6M
Bid dateThursday, January 12—
Erie County · est $0.6M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 27 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Great Lakes Demolition Company | R4Suburban Maintenance & Construction | R5Adena Corporation | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24X162 STEEL BEAM, FURNISHED | 1,288 FT | $137 | $151 | $150 | $150 | $169 | 37% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 42" DIAMETER, UN | 600 FT | $110 | $106 | $45.00 | $160 | $197 | 14% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 372 FT | $173 | $97.00 | $90.00 | $250 | $178 | 14% |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Great Lakes Demolition Company | R4Suburban Maintenance & Construction | R5Adena Corporation |
|---|---|---|---|---|---|---|
| 202E32000 CURB REMOVED | 183 FT | $7.00 | $2.00 | $6.00 | $5.00 | $7.64 |
| 202E38201 GUARDRAIL REMOVED FOR REUSE, AS PER PLAN | 243 FT | $8.00 | $4.00 | $5.00 | $10.00 | $9.50 |
| 202E98200 REMOVAL MISC.: EXISTING UNDERDRAINS | 183 FT | $10.00 | $3.50 | $3.00 | $10.00 | $0.80 |
| 203E10000 EXCAVATION | 5 CY | $370 |
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 →
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE |
| 932 FT |
| $66.00 |
| $79.00 |
| $80.00 |
| $110 |
| $141 |
| 13% |
| 624E10000 MOBILIZATION | 1 LS | $25,400 | $18,000 | $80,000 | $30,000 | $17,241 | 5% |
| 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN, PG64-22 | 53 CY | $287 | $350 | $360 | $720 | $329 | 3% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 15 CY | $616 | $700 | $400 | $975 | $707 | 2% |
| 646E10110 LANE LINE, 6" | 0.43 MILE | $20,700 | $13,085 | $15,000 | $25,000 | $23,764 | 2% |
| 609E26000 CURB, TYPE 6 | 183 FT | $46.00 | $65.00 | $35.00 | $30.00 | $76.39 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $3,700 | $10,500 | $20,000 | $7,248 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 303 FT | $18.00 | $40.00 | $60.00 | $20.00 | $83.77 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,600 | $13,000 | $35,000 | $15,000 | $8,674 | 1% |
| 606E16501 GUARDRAIL REBUILT, TYPE 5, AS PER PLAN | 243 FT | $16.00 | $21.60 | $30.00 | $20.00 | $18.41 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $1,200 | $1,000 | $500 | $900 | $500 | 1% |
| 202E23000 PAVEMENT REMOVED | 171 SY | $18.00 | $25.00 | $80.00 | $10.00 | $38.33 | 1% |
| 304E20000 AGGREGATE BASE | 24 CY | $126 | $89.00 | $70.00 | $70.00 | $225 | 1% |
| 614E18030 MAINTAINING TRAFFIC, MISC.: REMOVAL OF PORTABLE BA | 195 FT | $15.00 | $18.00 | $40.00 | $15.00 | $18.56 | 1% |
| 614E18000 MAINTAINING TRAFFIC, MISC.: REMOVAL OF WORK ZONE I | 2 EACH | $1,200 | $1,000 | $600 | $2,000 | $670 | 1% |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 183 FT | $13.00 | $12.00 | $15.00 | $15.00 | $26.87 | 1% |
| 614E12400 WORK ZONE IMPACT ATTENUATOR, MISC.: RELOCATE ATTEN | 1 EACH | $2,100 | $950 | $1,100 | $3,000 | $1,339 | 0% |
| $32.00 |
| $200 |
| $35.00 |
| $35.17 |
| 203E20000 EMBANKMENT | 32 CY | $65.00 | $9.50 | $50.00 | $35.00 | $32.97 |
| 204E10000 SUBGRADE COMPACTION | 202 SY | $7.00 | $6.00 | $5.00 | $8.00 | $3.48 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $207 | $110 | $150 | $100 | $200 |
| 659E00300 TOPSOIL | 10 CY | $145 | $79.00 | $60.00 | $100 | $88.40 |
| 659E10000 SEEDING AND MULCHING | 93 SY | $4.00 | $20.00 | $3.00 | $3.00 | $3.48 |
| 659E14000 REPAIR SEEDING AND MULCHING | 5 SY | $10.00 | $20.00 | $1.00 | $3.00 | $1.00 |
| 659E15000 INTER-SEEDING | 5 SY | $5.00 | $20.00 | $1.00 | $3.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.01 TON | $1,500 | $1,000 | $800 | $500 | $13,546 |
| 659E31000 LIME | 0.02 ACRE | $100 | $700 | $400 | $500 | $4,991 |
| 659E35000 WATER | 1 MGAL | $1.00 | $0.01 | $1.00 | $1.00 | $1.00 |
| 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B | 133 SY | $4.00 | $14.00 | $10.00 | $8.00 | $3.10 |
| 832E30000 EROSION CONTROL | 700 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E10000 TACK COAT | 31 GAL | $4.00 | $4.00 | $4.00 | $2.00 | $4.15 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 11 FT | $16.00 | $32.00 | $25.00 | $18.00 | $17.82 |
| 630E80100 SIGN, FLAT SHEET | 5 SF | $31.00 | $35.60 | $35.00 | $32.00 | $35.64 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $26.00 | $10.00 | $50.00 | $28.00 | $118 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $26.00 | $15.00 | $50.00 | $28.00 | $118 |
| 646E10010 EDGE LINE, 6" | 0.01 MILE | $207,000 | $38,510 | $40,000 | $225,000 | $237,644 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $67.00 | $86.00 | $250 | $75.00 | $107 |
| 614E18000 MAINTAINING TRAFFIC, MISC.: REMOVAL OF WORK ZONE S | 1 EACH | $475 | $50.00 | $2,000 | $2,000 | $87.92 |
| 614E18002 MAINTAINING TRAFFIC, MISC.: REMOVAL OF WORK ZONE D | 1 LS | $475 | $250 | $1,500 | $1,000 | $176 |
| 203E07502 SPECIAL - INCLINOMETER | 1 EACH | $1,250 | $4,100 | $8,500 | $5,000 | $3,674 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $750 | $5,000 | $10,000 | $12,000 | $5,288 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24X162 STEEL BEAM, FURNISHED | 1,288 FT | $136.75 | $176k | 35% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 42" DIAMETER, UN | 600 FT | $110 | $66k | 13% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 372 FT | $173 | $64k | 13% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 932 FT | $66 | $62k | 12% |
| 624E10000 MOBILIZATION | 1 LS | $25,400 | $25k | 5% |
| 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN, PG64-22 | 53 CY | $287 | $15k | 3% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 15 CY | $616 | $9k | 2% |
| 646E10110 LANE LINE, 6" | 0.43 MILE | $20,700 | $9k | 2% |
| 609E26000 CURB, TYPE 6 | 183 FT | $46 | $8k | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $7k | 1% |