LAK-US 20-17.23 Deck
LAK County · est $2.2M
Bid dateThursday, January 12—
LAK County · est $2.2M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 63 more items below.
| Item | Quantity | R1Beaver Excavating Company | R2J D Williamson Construction CO INC | R3Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $500,000 | $632,000 | $664,000 | 25% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 612 CY | $710 | $830 | $1,050 | 21% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 157,074 LB | $1.52 | $1.40 | $1.60 | 12% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 883.5 FT | $215 | $180 | $255 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $100,000 | 5% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 223 SY | $345 | $340 | $410 | 4% |
| 516E11211 |
| Item | Quantity | R1Beaver Excavating Company | R2J D Williamson Construction CO INC | R3Great Lakes Construction CO |
|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 362 SY | $40.00 | $26.00 | $35.00 |
| 202E32000 CURB REMOVED | 212 FT | $8.00 | $4.00 | $4.00 |
| 202E38000 GUARDRAIL REMOVED | 618 FT | $8.00 | $5.00 | $6.00 |
| 203E10000 EXCAVATION | 61 CY | $65.00 | $25.00 | $82.00 |
| 203E20000 EMBANKMENT | 66 CY | $85.00 | $20.00 | $90.00 |
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 →
| 83.6 FT |
| $920 |
| $900 |
| $950 |
| 4% |
| 514E00051 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, | 1,499 SF | $50.00 | $45.00 | $50.00 | 4% |
| 511E45712 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT | 66 CY | $1,100 | $900 | $1,700 | 4% |
| 513E20001 WELDED STUD SHEAR CONNECTORS, AS PER PLAN (8") | 8,376 EACH | $4.25 | $4.15 | $4.50 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 98 CY | $340 | $235 | $255 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $27,500 | $23,000 | $25,535 | 1% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 149 CY | $180 | $100 | $300 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 | $15,000 | $10,000 | 1% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $25,000 | $15,000 | $20,000 | 1% |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 2,568 LB | $8.00 | $8.00 | $7.50 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $25,000 | $20,000 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,000 | $1,800 | $4,000 | 1% |
| 601E28001 DUMPED ROCK FILL, TYPE D, AS PER PLAN, 1'-6" THICK | 97 CY | $185 | $185 | $270 | 1% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 869 SY | $20.00 | $28.00 | $19.99 | 1% |
| 645 SY |
| $5.00 |
| $6.00 |
| $2.80 |
| 606E15050 GUARDRAIL, TYPE MGS | 406 FT | $25.00 | $25.00 | $25.00 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 38 FT | $28.00 | $28.00 | $28.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,475 | $2,500 | $2,475 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,350 | $2,400 | $2,350 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,400 | $1,400 | $1,400 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,150 | $2,200 | $2,150 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 1 EACH | $825 | $650 | $615 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $150 | $100 |
| 659E00300 TOPSOIL | 98 CY | $63.00 | $52.00 | $63.00 |
| 659E10000 SEEDING AND MULCHING | 887 SY | $1.00 | $2.50 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 44 SY | $2.00 | $0.50 | $2.00 |
| 659E15000 INTER-SEEDING | 44 SY | $1.00 | $0.25 | $0.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $1,500 | $500 | $1,500 |
| 659E31000 LIME | 0.18 ACRE | $1.00 | $30.00 | $1.00 |
| 659E35000 WATER | 5 MGAL | $1.00 | $2.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,100 EACH | $1.00 | $1.00 | $1.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 200 FT | $25.00 | $16.00 | $24.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 65 FT | $25.00 | $20.00 | $40.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 5 EACH | $360 | $850 | $700 |
| 304E20000 AGGREGATE BASE | 108 CY | $90.00 | $110 | $115 |
| 407E10000 TACK COAT | 44 GAL | $4.00 | $10.00 | $10.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 31 CY | $475 | $625 | $360 |
| 609E26000 CURB, TYPE 6 | 213 FT | $50.00 | $24.00 | $58.00 |
| 621E00100 RPM, (2-WAY, YELLOW/YELLOW) | 4 EACH | $600 | $630 | $626 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $10.00 | $20.00 | $18.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 (BIDIRECTIONAL) | 20 EACH | $11.00 | $11.00 | $11.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 122 FT | $15.00 | $15.00 | $14.10 |
| 630E08600 SIGN POST REFLECTOR, YELLOW | 2 EACH | $65.00 | $50.00 | $85.45 |
| 630E80100 SIGN, FLAT SHEET | 57.8 SF | $18.00 | $35.00 | $32.15 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 12 EACH | $25.00 | $25.00 | $50.85 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $75.00 | $85.00 | $122 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $30.00 | $30.00 | $61.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 2 EACH | $150 | $255 | $122 |
| 644E00300 CENTER LINE | 0.13 MILE | $25,000 | $20,500 | $33,165 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 41 FT | $12.00 | $18.00 | $18.85 |
| 614E12420 DETOUR SIGNING | 1 LS | $15,100 | $14,000 | $7,910 |
| 202E22900 APPROACH SLAB REMOVED | 175 SY | $40.00 | $40.00 | $65.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100 | $100 | $1,000 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 500 LB | $1.50 | $2.00 | $2.75 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 4,687 LB | $3.00 | $1.70 | $2.33 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 514 EACH | $24.00 | $20.00 | $30.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 568 SY | $9.00 | $10.00 | $9.00 |
| 512E33000 TYPE 2 WATERPROOFING | 10 SY | $100 | $22.00 | $95.00 |
| 512E74001 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 46 SY | $20.00 | $27.00 | $20.00 |
| 513E20001 WELDED STUD SHEAR CONNECTORS, AS PER PLAN (6") | 1,419 EACH | $3.60 | $4.05 | $4.00 |
| 514E00057 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 1,499 SF | $5.00 | $15.00 | $5.00 |
| 514E00061 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 1,839 SF | $5.00 | $10.00 | $5.00 |
| 514E00067 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS P | 1,839 SF | $5.00 | $10.00 | $5.00 |
| 514E10000 FINAL INSPECTION REPAIR | 1 EACH | $300 | $400 | $300 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 177 SF | $8.00 | $7.00 | $14.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $2,100 | $1,250 | $1,500 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $2,000 | $2,600 | $2,800 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 46 CY | $180 | $100 | $126 |
| 526E90010 TYPE A INSTALLATION | 88 FT | $170 | $168 | $225 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $8,500 | $8,900 | $8,500 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $5,000 | $5,000 | $1,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $25,000 | $40,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $500,000 | $500k | 22% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 612 CY | $710 | $435k | 19% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 157,074 LB | $1.52 | $239k | 10% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 883.5 FT | $215 | $190k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 223 SY | $345 | $77k | 3% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 83.6 FT | $920 | $77k | 3% |
| 514E00051 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, | 1,499 SF | $50 | $75k | 3% |
| 511E45712 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT | 66 CY | $1,100 | $73k | 3% |
| 513E20001 WELDED STUD SHEAR CONNECTORS, AS PER PLAN (8") | 8,376 EACH | $4.25 | $36k | 2% |