LAK-IR 90-05.57 Slide
LAK County · est $1.3M
Bid dateThursday, November 9—
LAK County · est $1.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 46 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Craig Edward Susany INC | R3Alan Stone CO INC | R4Suburban Maintenance & Construction | R5Great Lakes Construction CO | R6Kokosing Construction Company INC | R7Anthony Allega Cement Contractor | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24 X 162, FURNISHED | 1,903 FT | $138 | $141 | $140 | $99.00 | $140 | $170 | $189 | 27% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,851 FT | $95.00 | $115 | $150 | $95.00 | $160 | $130 | $185 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Craig Edward Susany INC | R3Alan Stone CO INC | R4Suburban Maintenance & Construction | R5Great Lakes Construction CO | R6Kokosing Construction Company INC | R7Anthony Allega Cement Contractor |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,043 | $1,000 | $10,000 | $35,000 | $11,000 | $20,000 | $11,200 |
| 202E23000 PAVEMENT REMOVED | 209 SY | $23.00 | $25.00 | $35.00 | $15.00 | $25.00 | $65.00 | $24.68 |
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 →
| 18% |
| 507E00400 STEEL PILES, MISC.:W24 X 192, FURNISHED | 680 FT | $164 | $168 | $170 | $215 | $160 | $200 | $212 | 11% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 1,880 FT | $59.00 | $94.00 | $90.00 | $75.00 | $115 | $75.00 | $151 | 11% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 770 FT | $92.00 | $115 | $170 | $185 | $200 | $130 | $230 | 7% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 760 FT | $55.00 | $29.00 | $30.00 | $35.00 | $28.00 | $48.50 | $64.13 | 4% |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 28 CY | $1,457 | $1,500 | $400 | $1,400 | $1,300 | $975 | $535 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $27,500 | $10,000 | $45,000 | $65,000 | $40,000 | $40,000 | $158,054 | 3% |
| 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 740.06, | 6,186 FT | $3.00 | $2.30 | $3.00 | $3.00 | $2.75 | $2.75 | $3.08 | 2% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $16,750 | $40,000 | $3,500 | $30,000 | $18,000 | $25,000 | $32,841 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" DEPTH) | 668 SY | $22.50 | $22.00 | $30.00 | $26.00 | $20.00 | $14.00 | $14.34 | 2% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,180 | $1,000 | $1,200 | $1,200 | $1,050 | $1,050 | $1,176 | 1% |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (16 CY | $840 | $1,000 | $510 | $775 | $750 | $1,300 | $538 | 1% |
| 659E00300 TOPSOIL | 139 CY | $95.00 | $10.00 | $60.00 | $80.00 | $37.00 | $51.50 | $56.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,500 | $35,000 | $15,000 | $25,000 | $8,100 | $5,500 | $8,940 | 1% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 1.08 MILE | $10,650 | $8,800 | $11,000 | $10,000 | $9,500 | $9,500 | $10,640 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 412.5 FT | $26.00 | $25.00 | $25.00 | $31.00 | $22.60 | $29.50 | $26.70 | 1% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: CAST-IN-PLACE REINFORCE | 2 CY | $4,500 | $2,000 | $3,700 | $2,500 | $2,000 | $3,000 | $7,707 | 1% |
| 618E40601 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 0.45 MILE | $16,550 | $20,000 | $34,000 | $35,000 | $14,000 | $14,000 | $16,924 | 1% |
| 611E08900 21" CONDUIT, TYPE B, 706.02 | 10 FT | $630 | $500 | $710 | $330 | $600 | $1,450 | $1,028 | 1% |
| 20 FT |
| $146 |
| $50.00 |
| $45.00 |
| $30.00 |
| $25.00 |
| $340 |
| $116 |
| 202E35100 PIPE REMOVED, 24" AND UNDER (FOR UNDERDRAIN) | 20 FT | $82.00 | $50.00 | $45.00 | $30.00 | $25.00 | $85.00 | $26.95 |
| 202E38000 GUARDRAIL REMOVED | 412.5 FT | $2.00 | $2.00 | $4.00 | $3.00 | $1.80 | $10.00 | $2.13 |
| 204E10000 SUBGRADE COMPACTION | 29 SY | $13.00 | $3.00 | $40.00 | $15.00 | $10.00 | $215 | $9.69 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 4.1 STA | $1,390 | $250 | $1,200 | $550 | $650 | $450 | $1,874 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $336 | $10.00 | $70.00 | $100 | $50.00 | $50.00 | $336 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 1,253 SY | $4.00 | $3.00 | $2.50 | $4.00 | $3.85 | $6.00 | $4.79 |
| 659E14000 REPAIR SEEDING AND MULCHING | 63 SY | $1.00 | $0.50 | $5.00 | $4.00 | $0.50 | $2.00 | $0.62 |
| 659E15000 INTER-SEEDING | 63 SY | $1.00 | $0.10 | $0.10 | $4.00 | $0.10 | $1.00 | $0.12 |
| 659E20000 COMMERCIAL FERTILIZER | 0.17 TON | $780 | $600 | $1,100 | $500 | $695 | $800 | $864 |
| 659E31000 LIME | 0.26 ACRE | $60.00 | $50.00 | $3,600 | $500 | $50.00 | $200 | $62.15 |
| 659E35000 WATER | 7 MGAL | $1.00 | $1.00 | $110 | $1.00 | $1.00 | $50.00 | $1.24 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 20 FT | $142 | $25.00 | $85.00 | $45.00 | $30.00 | $100 | $47.74 |
| 611E01501 6" CONDUIT, TYPE F, AS PER PLAN, 707.45 | 10 FT | $125 | $20.00 | $20.00 | $50.00 | $75.00 | $975 | $97.18 |
| 611E97300 CONDUIT, MISC.: MONITOR CONDITION OF EXISTING 168" | 1 LS | $2,300 | $6,000 | $5,100 | $10,000 | $6,500 | $2,500 | $22,400 |
| 304E20000 AGGREGATE BASE | 5 CY | $478 | $125 | $310 | $150 | $185 | $400 | $176 |
| 407E13900 TACK COAT, 702.13 (FOR CONCRETE BASE) | 2 GAL | $40.00 | $35.00 | $500 | $40.00 | $35.00 | $4.00 | $106 |
| 407E20000 NON-TRACKING TACK COAT | 2 GAL | $40.00 | $35.00 | $15.00 | $40.00 | $35.00 | $4.00 | $106 |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1 CY | $3,922 | $4,000 | $5,000 | $3,750 | $3,500 | $9,500 | $4,226 |
| 442E22400 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 1 CY | $3,922 | $4,000 | $5,000 | $3,750 | $3,500 | $8,100 | $4,170 |
| 452E14020 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 26 SY | $112 | $150 | $220 | $150 | $185 | $190 | $320 |
| 618E40601 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 0.01 MILE | $16,562 | $100,000 | $1,869,000 | $100,000 | $14,000 | $14,000 | $728,000 |
| 621E00100 RPM | 52 EACH | $111 | $104 | $110 | $125 | $99.45 | $99.45 | $108 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 52 EACH | $13.00 | $5.00 | $10.00 | $125 | $20.00 | $60.00 | $11.20 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, ONE-WAY | 5 EACH | $16.00 | $10.00 | $15.00 | $16.00 | $13.00 | $10.00 | $15.68 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 39 FT | $43.00 | $100 | $85.00 | $50.00 | $38.00 | $38.00 | $42.56 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 2 EACH | $1,180 | $1,000 | $1,100 | $1,500 | $1,050 | $1,050 | $1,176 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $200 | $125 | $140 | $200 | $150 | $150 | $168 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 2 EACH | $350 | $250 | $280 | $325 | $300 | $300 | $336 |
| 642E00114 EDGE LINE, 6", TYPE 1A | 0.6 MILE | $4,350 | $8,500 | $4,400 | $4,000 | $3,850 | $3,850 | $4,312 |
| 642E00214 LANE LINE, 6", TYPE 1A | 1.2 MILE | $2,540 | $2,200 | $2,600 | $2,500 | $2,265 | $2,265 | $2,537 |
| 407E20000 NON-TRACKING TACK COAT | 60 GAL | $17.00 | $15.00 | $15.00 | $16.00 | $15.00 | $4.00 | $31.11 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $90.00 | $100 | $90.00 | $65.00 | $75.00 | $125 | $84.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,580 | $3,200 | $3,600 | $2,800 | $2,300 | $2,300 | $3,567 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 2 EACH | $285 | $300 | $280 | $275 | $250 | $250 | $280 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 595 EACH | $7.00 | $36.00 | $7.00 | $7.00 | $6.00 | $6.00 | $40.66 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 16 EACH | $15.00 | $15.00 | $15.00 | $13.00 | $12.00 | $12.00 | $13.44 |
| 614E13350 OBJECT MARKER, ONE WAY | 16 EACH | $22.00 | $20.00 | $20.00 | $21.00 | $19.00 | $19.00 | $21.28 |
| 616E10000 WATER | 3.4 MGAL | $1.00 | $1.00 | $0.01 | $1.00 | $50.00 | $110 | $634 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 8,786 FT | $0.50 | $0.95 | $0.50 | $0.50 | $0.45 | $0.31 | $0.50 |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, UN | 12 FT | $177 | $115 | $110 | $100 | $250 | $200 | $203 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,500 | $35,000 | $11,000 | $85,000 | $20,600 | $40,000 | $30,762 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,000 | $7,000 | $8,500 | $15,000 | $5,450 | $7,500 | $16,870 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24 X 162, FURNISHED | 1,903 FT | $138 | $263k | 24% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,851 FT | $95 | $176k | 16% |
| 507E00400 STEEL PILES, MISC.:W24 X 192, FURNISHED | 680 FT | $164 | $112k | 10% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 1,880 FT | $59 | $111k | 10% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 770 FT | $92 | $71k | 6% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 760 FT | $55 | $42k | 4% |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 28 CY | $1,457 | $41k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $27,500 | $28k | 3% |
| 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 740.06, | 6,186 FT | $3 | $19k | 2% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $16,750 | $17k | 2% |