LAK-US 6-04.61 Super
LAK County · est $4.3M
Bid dateThursday, August 8—
LAK County · est $4.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 77 more items below.
| Item | Quantity | R1Ruhlin Company | R2Union Industrial Contractors INC | R3Beaver Excavating Company | R4Kokosing Construction Company INC | R5Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|---|---|
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 463,500 LB | $3.00 | $4.01 | $4.10 | $4.30 | $3.82 | 39% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 420 CY | $950 | $1,100 | $1,100 | $1,700 | $1,250 | 11% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $395,000 | $325,000 | $585,000 | $326,861 | $675,000 | 11% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 149,036 LB | $1.65 | $1.60 | $1.50 | $1.75 | $1.70 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $185,200 | $100,000 | $242,435 | $100,000 | $255,000 | 5% |
| 512E10100 |
| Item | Quantity | R1Ruhlin Company | R2Union Industrial Contractors INC | R3Beaver Excavating Company | R4Kokosing Construction Company INC | R5Great Lakes Construction CO |
|---|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 106 FT | $28.50 | $35.00 | $30.00 | $120 | $36.00 |
| 202E38000 GUARDRAIL REMOVED | 513 FT | $10.00 | $2.50 | $2.00 | $10.00 | $2.00 |
| 202E58000 MANHOLE REMOVED | 1 EACH | $1,100 | $1,000 | $650 | $1,600 | $500 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH |
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 →
| 1,971 SY |
| $65.00 |
| $65.00 |
| $40.00 |
| $65.00 |
| $40.00 |
| 4% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 710 SF | $160 | $300 | $300 | $180 | $300 | 3% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 128 CY | $800 | $1,000 | $1,150 | $720 | $705 | 3% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 129 CY | $710 | $950 | $775 | $1,400 | $1,350 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $68,000 | $55,000 | $25,000 | $60,000 | $74,000 | 2% |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 215 SY | $300 | $400 | $400 | $410 | $450 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $63,000 | $30,000 | $25,000 | $50,000 | $55,000 | 2% |
| 511E42512 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP | 15 CY | $4,000 | $4,000 | $2,100 | $5,000 | $6,500 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $58,000 | $7,500 | $20,000 | $75,000 | $30,000 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $42,000 | $40,000 | $35,000 | $30,000 | $35,000 | 1% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 37 FT | $1,100 | $950 | $950 | $780 | $1,000 | 1% |
| 202E23000 PAVEMENT REMOVED | 446 SY | $72.00 | $20.00 | $28.00 | $30.00 | $23.50 | 1% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 114 CY | $280 | $280 | $252 | $310 | $280 | 1% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: CLASS QC1 CONCRETE WITH | 62 CY | $480 | $500 | $750 | $820 | $900 | 1% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 715 FT | $34.00 | $60.00 | $38.00 | $40.00 | $40.00 | 1% |
| $620 |
| $750 |
| $425 |
| $1,500 |
| $450 |
| 203E10000 EXCAVATION | 96 CY | $110 | $70.00 | $30.00 | $110 | $60.00 |
| 203E20000 EMBANKMENT | 5 CY | $1,800 | $110 | $60.00 | $100 | $70.00 |
| 204E10000 SUBGRADE COMPACTION | 487 SY | $4.00 | $4.00 | $2.00 | $10.00 | $2.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 312.5 FT | $23.50 | $25.00 | $21.20 | $23.50 | $21.20 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,500 | $2,600 | $2,580 | $2,450 | $2,580 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,300 | $2,800 | $2,640 | $2,275 | $2,640 |
| 607E98000 FENCE, MISC.: CONSTRUCTION FENCE | 2,000 FT | $4.50 | $7.50 | $4.25 | $7.00 | $8.00 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 49 SY | $65.00 | $50.00 | $50.00 | $120 | $85.00 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 1 CY | $1,200 | $450 | $1,600 | $1,100 | $700 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 | $100 | $350 | $100 | $100 |
| 659E00300 TOPSOIL | 28 CY | $190 | $100 | $50.00 | $110 | $75.00 |
| 659E00550 SEEDING AND MULCHING, CLASS 4A | 250 SY | $8.00 | $7.00 | $5.00 | $20.00 | $6.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 13 SY | $1.50 | $2.00 | $6.00 | $50.00 | $1.40 |
| 659E15000 INTER-SEEDING | 13 SY | $0.12 | $0.10 | $1.00 | $40.00 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $1,650 | $1,420 | $2,000 | $600 | $1,420 |
| 659E31000 LIME | 0.05 ACRE | $81.80 | $70.00 | $1.00 | $150 | $70.00 |
| 659E35000 WATER | 1 MGAL | $1.17 | $1.00 | $1.00 | $10.00 | $1.00 |
| 670E00700 DITCH EROSION PROTECTION | 247 SY | $8.50 | $7.20 | $5.00 | $4.00 | $7.20 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.7 CY | $3,500 | $2,500 | $3,600 | $4,600 | $3,500 |
| 611E04400 12" CONDUIT, TYPE B | 89 FT | $100 | $85.00 | $90.00 | $215 | $140 |
| 611E04600 12" CONDUIT, TYPE C | 61 FT | $65.00 | $65.00 | $80.00 | $220 | $148 |
| 611E05200 12" CONDUIT, TYPE F, 707.05 | 150 FT | $160 | $145 | $175 | $300 | $95.00 |
| 611E10600 24" CONDUIT, TYPE C | 64 FT | $100 | $105 | $148 | $325 | $185 |
| 611E98180 CATCH BASIN, NO. 3A | 2 EACH | $5,100 | $3,000 | $4,000 | $5,600 | $4,800 |
| 611E98300 CATCH BASIN, NO. 5 | 2 EACH | $4,900 | $3,500 | $4,825 | $8,300 | $4,950 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $5,300 | $3,500 | $3,800 | $7,400 | $4,825 |
| 304E20000 AGGREGATE BASE | 84 CY | $200 | $150 | $125 | $215 | $145 |
| 407E10000 TACK COAT | 74 GAL | $4.00 | $5.00 | $3.40 | $2.65 | $4.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 46 CY | $340 | $350 | $46.00 | $480 | $335 |
| 609E24510 CURB, TYPE 4-C | 90 FT | $75.00 | $45.00 | $40.00 | $75.00 | $65.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 11 EACH | $11.00 | $15.00 | $14.00 | $11.00 | $14.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 56 FT | $29.00 | $30.00 | $16.64 | $28.78 | $28.78 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $34.50 | $35.00 | $34.39 | $34.39 | $34.39 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $16.50 | $20.00 | $16.55 | $16.55 | $16.55 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $22.00 | $25.00 | $22.06 | $22.06 | $22.06 |
| 646E10010 EDGE LINE, 6" | 0.2 MILE | $16,500 | $16,520 | $16,520 | $16,520 | $16,520 |
| 646E10200 CENTER LINE | 0.1 MILE | $16,000 | $16,080 | $16,080 | $16,080 | $16,080 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $85.00 | $200 | $85.00 | $240 | $175 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $85.00 | $75.00 | $75.00 | $80.00 | $90.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,800 | $12,000 | $8,000 | $25,000 | $7,832 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $830 | $400 | $450 | $485 | $500 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 16 SNMT | $1,100 | $1,100 | $1,059 | $1,059 | $1,059 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.1 MILE | $6,000 | $6,000 | $6,030 | $6,030 | $6,030 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.2 MILE | $7,100 | $7,100 | $7,055 | $7,055 | $7,055 |
| 616E10000 WATER | 11 MGAL | $95.00 | $1.00 | $85.00 | $75.00 | $55.00 |
| 202E22900 APPROACH SLAB REMOVED | 167 SY | $51.00 | $45.00 | $40.00 | $60.00 | $60.00 |
| 503E31121 SHALE EXCAVATION, AS PER PLAN | 78 CY | $260 | $225 | $95.00 | $185 | $190 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $15,000 | $35,000 | $35,000 | $25,000 | $40,000 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 650 FT | $25.00 | $40.00 | $15.00 | $15.00 | $26.50 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 13,022 FT | $1.86 | $1.75 | $1.40 | $1.70 | $1.25 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 198 EACH | $23.50 | $45.00 | $27.00 | $35.00 | $35.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 68 FT | $130 | $100 | $150 | $250 | $150 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 4,035 EACH | $5.00 | $6.00 | $6.50 | $7.75 | $5.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 949 SF | $15.00 | $15.00 | $45.00 | $15.00 | $14.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 949 SF | $15.00 | $15.00 | $20.00 | $15.00 | $14.00 |
| 514E10000 FINAL INSPECTION REPAIR | 2 EACH | $250 | $250 | $1.00 | $250 | $250 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 49 SF | $6.50 | $20.00 | $9.00 | $25.00 | $16.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 216 SF | $6.00 | $20.00 | $10.00 | $20.00 | $19.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 59 FT | $26.00 | $45.00 | $35.00 | $75.00 | $55.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $3,000 | $2,000 | $2,725 | $3,200 | $3,000 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,400 | $2,850 | $2,025 | $3,000 | $2,200 |
| 516E44400 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $2,800 | $3,350 | $2,425 | $3,200 | $2,600 |
| 516E44400 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $4,100 | $5,200 | $3,625 | $4,800 | $3,700 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 29 SY | $65.00 | $60.00 | $65.00 | $50.00 | $75.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 37 CY | $225 | $150 | $135 | $200 | $130 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 86 FT | $23.00 | $25.00 | $16.00 | $25.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 49 FT | $28.00 | $25.00 | $20.00 | $19.00 | $37.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 38 FT | $18.00 | $25.00 | $38.00 | $100 | $45.00 |
| 526E90020 TYPE B INSTALLATION | 39 SY | $155 | $145 | $135 | $60.00 | $98.00 |
| 601E54000 CHANNEL PROTECTION, MISC.: FILL VOIDS AT PIERS | 1 LS | $5,200 | $35,000 | $8,000 | $12,500 | $5,250 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,600 | $45,000 | $40,000 | $25,000 | $65,000 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 6 MNTH | $2,711 | $2,600 | $3,200 | $2,500 | $5,250 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 463,500 LB | $3 | $1.39M | 34% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 420 CY | $950 | $399k | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $395,000 | $395k | 10% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 149,036 LB | $1.65 | $246k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $185,200 | $185k | 5% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,971 SY | $65 | $128k | 3% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 710 SF | $160 | $114k | 3% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 128 CY | $800 | $102k | 3% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 129 CY | $710 | $92k | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $68,000 | $68k | 2% |