LAK-SR 84-30.86 Replace
LAK County · est $0.6M
Bid dateThursday, February 27—
LAK County · est $0.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 41 more items below.
| Item | Quantity | R1Ed Wilson Services LLC | R2Bog Construction INC | R3Shook Company LLC | R4Madex Construction CO | % of bid |
|---|---|---|---|---|---|---|
| 611E94947 9' X 9' CONDUIT, TYPE A, 706.05, AS PER PLAN | 60 FT | $1,900 | $1,250 | $1,600 | $1,712 | 24% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 30 CY | $1,500 | $800 | $1,750 | $2,863 | 10% |
| 613E41250 LOW STRENGTH MORTAR BACKFILL (TYPE 1) | 235 CY | $160 | $165 | $147 | $257 | 8% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 130 CY | $250 | $350 | $230 | $376 | 7% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 52 CY | $500 | $550 | $1,000 | $1,329 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25,000 | $20,000 | $40,502 |
| Item | Quantity | R1Ed Wilson Services LLC | R2Bog Construction INC | R3Shook Company LLC | R4Madex Construction CO |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $5,000 | $10,000 | $7,563 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 31 FT | $50.00 | $40.00 | $45.50 | $107 |
| 202E38000 GUARDRAIL REMOVED | 375 FT | $4.00 | $3.00 | $2.00 | $10.08 |
| 202E98200 REMOVAL MISC.: REMOVAL OF ABANDONED GAS LINE | 176 FT | $10.00 | $10.00 | $20.00 | $23.40 |
| 203E10000 |
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 →
| 5% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 48 CY | $500 | $510 | $300 | $550 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 7,269 LB | $2.50 | $2.00 | $2.10 | $4.46 | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 350 FT | $50.00 | $27.00 | $40.00 | $34.16 | 4% |
| 503E21100 UNCLASSIFIED EXCAVATION | 648 CY | $25.00 | $30.00 | $30.00 | $63.67 | 3% |
| 202E23000 PAVEMENT REMOVED | 780 SY | $20.00 | $16.00 | $16.00 | $41.01 | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $15,000 | $5,500 | $34,000 | $71,893 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $20,000 | $12,535 | $23,158 | 3% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 162 CY | $90.00 | $10.00 | $70.00 | $148 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $15,000 | $5,000 | $8,684 | 2% |
| 304E20000 AGGREGATE BASE | 102 CY | $90.00 | $125 | $128 | $155 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER (2'-6" | 47 CY | $175 | $115 | $137 | $333 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $7,800 | $11,000 | $10,000 | $11,579 | 2% |
| 512E33000 TYPE 2 WATERPROOFING | 219 SY | $35.00 | $31.00 | $31.00 | $70.70 | 2% |
| 203E20000 EMBANKMENT | 243 CY | $30.00 | $35.00 | $66.50 | $84.27 | 2% |
| 174 CY |
| $25.00 |
| $35.00 |
| $60.50 |
| $68.05 |
| 204E10000 SUBGRADE COMPACTION | 617 SY | $3.00 | $6.00 | $3.50 | $5.19 |
| 204E13000 EXCAVATION OF SUBGRADE | 162 CY | $30.00 | $10.00 | $62.00 | $78.02 |
| 204E45000 PROOF ROLLING | 0.3 HOUR | $200 | $100 | $100 | $1,254 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 4 STA | $300 | $125 | $75.00 | $801 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 25 FT | $50.00 | $38.00 | $50.00 | $44.00 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 2 EACH | $2,500 | $750 | $500 | $3,049 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $150 | $100 | $50.00 | $289 |
| 659E00300 TOPSOIL | 66 CY | $50.00 | $40.00 | $65.00 | $106 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 299 SY | $2.50 | $12.00 | $6.50 | $9.68 |
| 659E14000 REPAIR SEEDING AND MULCHING | 30 SY | $1.00 | $2.00 | $0.20 | $5.02 |
| 659E15000 INTER-SEEDING | 30 SY | $1.00 | $1.00 | $0.20 | $2.51 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $800 | $1,000 | $650 | $1,076 |
| 659E31000 LIME | 0.13 ACRE | $150 | $100 | $75.00 | $631 |
| 659E35000 WATER | 2 MGAL | $1.00 | $1.00 | $0.10 | $75.26 |
| 832E30000 EROSION CONTROL | 1,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 659E00590 SEEDING AND MULCHING, CLASS 6 | 288 SY | $5.00 | $12.00 | $8.00 | $11.66 |
| 605E31100 AGGREGATE DRAINS | 67 FT | $20.00 | $18.00 | $33.50 | $166 |
| 611E04600 12" CONDUIT, TYPE C | 25 FT | $60.00 | $100 | $149 | $242 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $1,000 | $500 | $1,200 | $1,505 |
| 407E10000 TACK COAT | 94 GAL | $4.00 | $10.00 | $3.00 | $5.79 |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (14 CY | $500 | $950 | $300 | $1,013 |
| 621E00100 RPM | 2 EACH | $900 | $1,650 | $650 | $1,853 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 4 EACH | $15.00 | $25.00 | $10.00 | $17.37 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 13 FT | $35.00 | $90.00 | $50.00 | $98.42 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $310 | $400 | $50.00 | $347 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $310 | $100 | $50.00 | $57.89 |
| 646E10010 EDGE LINE, 6" | 0.08 MILE | $45,000 | $28,000 | $39,000 | $34,737 |
| 646E10200 CENTER LINE | 0.04 MILE | $57,000 | $35,000 | $66,700 | $40,526 |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $5,000 | $100,000 | $60,000 | $37,780 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,500 | $1,500 | $2,400 | $2,084 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 87 SY | $30.00 | $38.00 | $56.00 | $86.93 |
| 512E33300 TYPE A WATERPROOFING | 57 SY | $35.00 | $32.00 | $31.00 | $91.41 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 63 SF | $15.00 | $10.00 | $18.00 | $22.06 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 24 CY | $125 | $145 | $130 | $292 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,000 | $5,500 | $18,000 | $5,789 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 3 MNTH | $2,000 | $500 | $2,250 | $965 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94947 9' X 9' CONDUIT, TYPE A, 706.05, AS PER PLAN | 60 FT | $1,900 | $114k | 21% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 30 CY | $1,500 | $45k | 8% |
| 613E41250 LOW STRENGTH MORTAR BACKFILL (TYPE 1) | 235 CY | $160 | $38k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 130 CY | $250 | $33k | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 52 CY | $500 | $26k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 5% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 48 CY | $500 | $24k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 7,269 LB | $2.5 | $18k | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 350 FT | $50 | $18k | 3% |
| 503E21100 UNCLASSIFIED EXCAVATION | 648 CY | $25 | $16k | 3% |