PIK-CR 57-00.62
PIK County · est $0.4M
Bid dateThursday, June 13—
PIK County · est $0.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 36 more items below.
| Item | Quantity | R1Coopers Excavating LLC | R2Skeens Excavating INC | R3Axis Civil Construction LLC | R4R C Construction Company And Son INC | R5Sunesis Construction CO | R6Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 611E94701 6' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 65 FT | $1,200 | $1,200 | $1,750 | $1,100 | $1,834 | $2,700 | 29% |
| 832E30000 EROSION CONTROL | 28,439 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 10% |
| 624E10000 MOBILIZATION | 1 LS |
| Item | Quantity | R1Coopers Excavating LLC | R2Skeens Excavating INC | R3Axis Civil Construction LLC | R4R C Construction Company And Son INC | R5Sunesis Construction CO | R6Alan Stone CO INC |
|---|---|---|---|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 2 EACH | $1,220 | $200 | $1,600 | $1,000 | $742 | $970 |
| 202E23000 PAVEMENT REMOVED | 147 SY | $18.00 | $8.00 | $12.00 | $25.00 | $20.00 | $15.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 70 FT | $14.00 | $100 | $80.00 | $100 |
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 →
| $25,000 |
| $37,000 |
| $20,000 |
| $15,000 |
| $40,929 |
| $20,000 |
| 9% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 21 CY | $750 | $1,000 | $750 | $850 | $968 | $1,500 | 6% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $4,000 | $3,500 | $16,000 | $2,872 | $6,500 | 5% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 537.5 FT | $21.28 | $35.00 | $22.50 | $22.00 | $21.00 | $22.00 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449)(6") | 26 CY | $390 | $500 | $390 | $475 | $505 | $400 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $5,000 | $7,500 | $3,500 | $5,000 | $15,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $2,500 | $2,500 | $20,000 | $1,309 | $5,300 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $1,200 | $1,000 | $1,800 | $850 | $3,419 | $2,500 | 4% |
| 601E34401 ROCK CHANNEL PROTECTION, WITH GROUT, AS PER PLAN, | 54 CY | $175 | $150 | $175 | $275 | $243 | $300 | 3% |
| 503E21100 UNCLASSIFIED EXCAVATION | 95 CY | $75.00 | $250 | $90.00 | $25.00 | $30.00 | $80.00 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,724 LB | $2.50 | $2.50 | $2.80 | $3.00 | $2.00 | $3.50 | 2% |
| 653E10000 TOPSOIL FURNISHED AND PLACED | 208 CY | $30.00 | $10.00 | $42.00 | $45.00 | $29.00 | $30.00 | 2% |
| 304E20000 AGGREGATE BASE | 96 CY | $60.00 | $120 | $110 | $125 | $101 | $85.00 | 2% |
| 203E20000 EMBANKMENT | 273 CY | $21.00 | $20.00 | $33.00 | $25.00 | $16.00 | $55.00 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 13 CY | $420 | $550 | $490 | $525 | $530 | $810 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $4,000 | $7,465 | $15,000 | $9,809 | $6,500 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $2,250 | $2,300 | $2,600 | $2,300 | $2,250 | $2,250 | 2% |
| 512E33000 TYPE 2 WATERPROOFING | 145 SY | $25.00 | $40.00 | $25.00 | $35.00 | $39.00 | $25.00 | 1% |
| $17.00 |
| $75.00 |
| 202E38000 GUARDRAIL REMOVED | 308 FT | $5.00 | $5.00 | $4.00 | $5.00 | $4.00 | $4.00 |
| 203E10000 EXCAVATION | 158 CY | $21.00 | $20.00 | $33.00 | $25.00 | $44.00 | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 165 SY | $2.00 | $5.00 | $4.00 | $2.00 | $12.00 | $12.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $50.00 | $10.00 | $230 | $100 | $378 | $140 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,030 | $1,200 | $1,250 | $1,500 | $1,030 | $1,100 |
| 202E98300 REMOVAL MISC.: TEMPORARY PAVEMENT | 38 SY | $20.00 | $70.00 | $40.00 | $225 | $33.00 | $75.00 |
| 601E11000 RIPRAP, TYPE D | 13 SY | $250 | $100 | $300 | $400 | $284 | $580 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 10 CY | $110 | $120 | $135 | $125 | $187 | $250 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,872 SY | $1.85 | $1.00 | $1.85 | $5.00 | $2.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.25 TON | $1,250 | $400 | $1,250 | $2,000 | $1,400 | $700 |
| 659E31000 LIME | 0.39 ACRE | $150 | $400 | $150 | $1,800 | $450 | $1,000 |
| 659E35000 WATER | 17 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 147 SY | $2.50 | $10.00 | $2.50 | $15.00 | $2.00 | $20.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 46 SY | $8.00 | $10.00 | $8.00 | $125 | $5.00 | $20.00 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 50 FT | $3.00 | $1.00 | $16.00 | $25.00 | $24.00 | $35.00 |
| 605E32200 AGGREGATE DRAINS FOR SPRINGS | 50 FT | $3.00 | $1.00 | $16.00 | $25.00 | $19.00 | $25.00 |
| 611E00900 6" CONDUIT, TYPE B | 50 FT | $3.00 | $1.00 | $18.00 | $10.00 | $18.00 | $35.00 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $3.00 | $1.00 | $18.00 | $10.00 | $23.00 | $35.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $3.00 | $1.00 | $20.00 | $10.00 | $23.00 | $35.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 3 EACH | $100 | $250 | $350 | $275 | $269 | $300 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 48 FT | $5.00 | $10.00 | $6.00 | $100 | $9.00 | $15.00 |
| 407E10000 TACK COAT | 22 GAL | $10.00 | $6.00 | $6.00 | $25.00 | $4.00 | $4.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 10 EACH | $10.00 | $20.00 | $12.00 | $20.00 | $10.00 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.02 MILE | $48,850 | $30,000 | $72,568 | $50,000 | $48,850 | $50,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.01 MILE | $92,950 | $30,000 | $108,857 | $100,000 | $92,950 | $93,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100 | $5,000 | $9,500 | $15,000 | $4,604 | $9,900 |
| 503E31100 ROCK EXCAVATION | 13 CY | $30.00 | $250 | $110 | $175 | $67.00 | $100 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,000 | $3,000 | $1,300 | $850 | $2,810 | $5,200 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 38 SY | $50.00 | $50.00 | $75.00 | $75.00 | $30.00 | $45.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $1.00 | $20.00 | $9.00 | $40.00 | $3.00 | $2.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 7 CY | $100 | $110 | $320 | $150 | $140 | $390 |
| 619E16000 FIELD OFFICE, TYPE A | 2 MNTH | $100 | $1.00 | $900 | $500 | $2,779 | $1,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $5,000 | $6,500 | $10,000 | $6,050 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94701 6' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 65 FT | $1,200 | $78k | 25% |
| 832E30000 EROSION CONTROL | 28,439 EACH | $1 | $28k | 9% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 21 CY | $750 | $16k | 5% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $15k | 5% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 537.5 FT | $21.28 | $11k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449)(6") | 26 CY | $390 | $10k | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $10k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $10k | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $1,200 | $10k | 3% |