Hoc-SR 180-05.36
Hocking County · est $0.9M
Bid dateThursday, September 29—
Hocking County · est $0.9M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 38 more items below.
| Item | Quantity | R1D G M INC | R2Allard Excavation LLC | R3Axis Civil Construction LLC | R4Alan Stone CO INC | R5Parker Corporation | R6Shelly & Sands INC | R7Complete General Construction Company | R8Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|
| 611E97400 CONDUIT, MISC.: 20' X 12' CONDUIT, TYPE A, 706.05 | 52.5 FT | $3,580 | $4,100 | $3,600 | $3,250 | $3,831 | $3,720 | $4,400 | $4,200 | 27% |
| 203E02000 SPECIAL - ENGINEERED FILL (LIGHTWEIGHT CELLULAR CO | 269 CY | $340 | $374 | $420 | $425 | $500 | $240 |
| Item | Quantity | R1D G M INC | R2Allard Excavation LLC | R3Axis Civil Construction LLC | R4Alan Stone CO INC | R5Parker Corporation | R6Shelly & Sands INC | R7Complete General Construction Company | R8Eclipse CO LLC |
|---|---|---|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 651 FT | $1.00 | $3.25 | $4.00 | $1.50 | $2.00 | $2.50 | $2.00 | $3.00 |
| 202E75000 FENCE REMOVED | 275 FT | $3.00 | $2.00 | $3.00 | $3.00 | $2.00 | $5.00 | $6.80 |
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 →
| $200 |
| $624 |
| 13% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 106 CY | $375 | $360 | $350 | $425 | $359 | $500 | $360 | $363 | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 101 CY | $375 | $360 | $360 | $400 | $359 | $375 | $360 | $363 | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 50 CY | $725 | $675 | $940 | $705 | $650 | $1,200 | $1,600 | $1,718 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $34,500 | $23,000 | $40,000 | $30,500 | $36,100 | $19,500 | $61,000 | $33,000 | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 79 CY | $425 | $540 | $575 | $580 | $550 | $725 | $650 | $739 | 5% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 408 CY | $80.00 | $140 | $125 | $160 | $120 | $145 | $200 | $151 | 5% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $28,000 | $10,800 | $28,000 | $40,000 | $32,100 | $45,000 | $190,000 | $12,500 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 18,514 LB | $1.40 | $2.50 | $2.20 | $2.25 | $1.25 | $2.50 | $2.40 | $6.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $36,000 | $20,000 | $20,000 | $36,600 | $20,000 | $40,000 | $61,855 | 3% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 175 SY | $105 | $96.00 | $75.00 | $119 | $75.00 | $65.00 | $90.00 | $103 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,000 | $10,132 | $6,500 | $7,000 | $15,574 | $7,200 | $9,000 | $19,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $17,500 | $13,000 | $30,000 | $105,000 | $32,100 | $32,000 | $60,000 | $92,000 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 | $4,650 | $15,000 | $10,000 | $28,100 | $20,200 | $8,000 | $9,000 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 760 FT | $17.00 | $24.50 | $22.00 | $21.00 | $10.00 | $17.00 | $20.00 | $30.00 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 148 CY | $85.00 | $123 | $125 | $115 | $65.00 | $125 | $130 | $150 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" DEPTH) | 1,356 SY | $8.00 | $7.50 | $7.50 | $7.00 | $8.00 | $8.00 | $7.50 | $7.62 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 400 FT | $27.00 | $25.44 | $25.44 | $25.00 | $25.44 | $25.00 | $20.40 | $27.00 | 2% |
| 203E20000 EMBANKMENT | 505 CY | $20.00 | $15.50 | $25.00 | $15.00 | $20.00 | $15.00 | $30.00 | $26.53 | 1% |
| $4.00 |
| 203E10000 EXCAVATION | 666 CY | $15.00 | $13.00 | $25.00 | $10.00 | $20.00 | $22.00 | $20.00 | $29.00 |
| 203E98500 ROADWAY, MISC.: EARTHWORK FOR CRANE ACCESS | 1 LS | $2,000 | $5,700 | $10,000 | $4,500 | $33,600 | $8,000 | $15,000 | $14,320 |
| 204E10000 SUBGRADE COMPACTION | 536 SY | $8.00 | $4.90 | $2.80 | $4.00 | $0.50 | $8.00 | $3.50 | $1.00 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 100 FT | $25.00 | $22.80 | $22.80 | $30.00 | $22.80 | $28.50 | $22.80 | $30.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 4 EACH | $2,400 | $2,380 | $2,380 | $3,000 | $2,380 | $2,600 | $2,820 | $2,781 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 6 EACH | $350 | $375 | $450 | $1,000 | $600 | $1,000 | $900 | $735 |
| 659E10000 SEEDING AND MULCHING | 3,819 SY | $1.25 | $1.00 | $2.00 | $1.50 | $1.00 | $0.82 | $0.82 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.35 TON | $1,500 | $1,200 | $1,400 | $1,000 | $1,429 | $915 | $914 | $1,078 |
| 659E31000 LIME | 0.8 ACRE | $100 | $1,200 | $80.00 | $800 | $625 | $152 | $152 | $179 |
| 659E35000 WATER | 11 MGAL | $1.00 | $1.00 | $1.00 | $0.01 | $0.05 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 67 FT | $25.00 | $20.00 | $16.00 | $20.00 | $10.00 | $25.00 | $30.00 | $25.00 |
| 304E20000 AGGREGATE BASE | 85 CY | $100 | $120 | $120 | $100 | $65.00 | $105 | $120 | $86.00 |
| 407E20000 NON-TRACKING TACK COAT | 202 GAL | $3.50 | $3.50 | $3.50 | $4.50 | $4.00 | $3.30 | $3.50 | $3.56 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 13 EACH | $1.00 | $8.50 | $35.00 | $7.00 | $20.00 | $15.00 | $30.00 | $6.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $100 | $75.00 | $360 | $100 | $50.00 | $70.00 | $195 | $53.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $90.00 | $75.00 | $360 | $210 | $50.00 | $175 | $270 | $53.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.25 MILE | $7,000 | $3,995 | $3,995 | $4,900 | $3,995 | $3,995 | $6,515 | $1,468 |
| 642E00300 CENTER LINE, TYPE 1 | 0.13 MILE | $9,000 | $7,250 | $7,250 | $7,500 | $7,250 | $7,250 | $6,515 | $1,468 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,200 | $1,295 | $2,500 | $1,500 | $2,000 | $2,400 | $2,033 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $2,000 | $2,500 | $1,000 | $3,000 | $200 | $35,000 | $4,000 | $30,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 33 EACH | $15.00 | $12.50 | $20.00 | $30.00 | $10.00 | $8.00 | $35.00 | $30.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 33 EACH | $15.00 | $12.50 | $25.00 | $40.00 | $10.00 | $12.00 | $47.00 | $41.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.2 MILE | $7,000 | $4,950 | $4,950 | $5,000 | $5,000 | $4,950 | $3,050 | $5,294 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.32 MILE | $7,000 | $5,250 | $5,250 | $5,500 | $2,500 | $5,250 | $3,400 | $5,615 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $20.00 | $12.00 | $12.00 | $12.00 | $10.00 | $12.00 | $15.00 | $13.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $1,000 | $3,500 | $8,000 | $10,000 | $31,100 | $13,250 | $20,000 | $9,969 |
| 202E23500 WEARING COURSE REMOVED | 71 SY | $15.00 | $11.00 | $12.00 | $6.00 | $5.00 | $6.00 | $50.00 | $154 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $6,000 | $8,000 | $20,000 | $15,000 | $27,100 | $35,000 | $25,000 | $12,000 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,250 | $1,800 | $1,100 | $2,500 | $650 | $2,750 | $2,500 | $3,361 |
| 511E53010 CLASS QC1 CONCRETE, MISC.: MUD SLAB | 18 CY | $350 | $600 | $480 | $350 | $650 | $650 | $300 | $921 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 143 SY | $40.00 | $27.00 | $34.00 | $45.00 | $12.00 | $50.00 | $50.00 | $21.00 |
| 512E33000 TYPE 2 WATERPROOFING | 164 SY | $15.00 | $25.00 | $25.00 | $20.00 | $14.00 | $25.00 | $25.00 | $28.00 |
| 512E33010 TYPE 3 WATERPROOFING | 132 SY | $30.00 | $38.00 | $38.00 | $52.00 | $18.00 | $38.50 | $38.50 | $58.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 89 SF | $15.00 | $3.00 | $5.70 | $2.00 | $5.00 | $3.50 | $13.00 | $10.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $8,000 | $9,500 | $8,500 | $29,100 | $11,293 | $5,000 | $10,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E97400 CONDUIT, MISC.: 20' X 12' CONDUIT, TYPE A, 706.05 | 52.5 FT | $3,580 | $188k | 24% |
| 203E02000 SPECIAL - ENGINEERED FILL (LIGHTWEIGHT CELLULAR CO | 269 CY | $340 | $91k | 11% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 106 CY | $375 | $40k | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 101 CY | $375 | $38k | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 50 CY | $725 | $36k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $34,500 | $35k | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 79 CY | $425 | $34k | 4% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 408 CY | $80 | $33k | 4% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $28,000 | $28k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 18,514 LB | $1.4 | $26k | 3% |