Per-TR 1180-00.605
Perry County · est $0.8M
Bid dateThursday, May 8—
Perry County · est $0.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 41 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | R2Shelly & Sands INC | R3George J Igel & CO INC | R4Complete General Construction Company | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 6 EACH | $12,000 | $11,157 | $18,000 | $13,750 | $15,000 | 13% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 64 CY | $750 | $1,200 | $1,000 | $1,700 | $750 | 9% |
| 203E10000 EXCAVATION | 1,382 CY | $28.00 | $29.00 | $28.00 | $30.00 | $35.00 | 7% |
| 203E20000 EMBANKMENT | 1,382 CY | $28.00 | $40.00 | $32.00 | $40.00 | $35.00 | 7% |
| 304E20000 AGGREGATE BASE | 312 CY | $110 | $85.00 | $108 | $95.00 | $175 | 6% |
| 301E56000 |
| Item | Quantity | R1Axis Civil Construction LLC | R2Shelly & Sands INC | R3George J Igel & CO INC | R4Complete General Construction Company | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 204E10000 SUBGRADE COMPACTION | 1,612 SY | $3.00 | $4.30 | $10.00 | $5.00 | $2.00 |
| 204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN | 155 CY | $25.00 | $37.00 | $12.75 | $20.00 | $25.00 |
| 204E45000 PROOF ROLLING | 4 HOUR | $250 | $216 | $126 | $348 | $200 |
| 606E13000 GUARDRAIL, TYPE 5 | 162.5 FT |
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 →
| 107 CY |
| $320 |
| $276 |
| $253 |
| $253 |
| $325 |
| 6% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $30,140 | $24,000 | $8,500 | $15,000 | $35,000 | 6% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 22 CY | $1,350 | $2,700 | $2,100 | $2,500 | $1,800 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 10,814 LB | $2.50 | $2.23 | $2.25 | $2.08 | $3.50 | 5% |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 24 EACH | $1,060 | $492 | $600 | $875 | $1,100 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $38,064 | $29,000 | $42,500 | $15,000 | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $22,000 | $76,000 | $40,000 | $40,000 | $15,000 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 52 CY | $380 | $416 | $393 | $393 | $500 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $18,000 | $20,000 | $57,500 | $35,000 | $20,000 | 3% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 155 CY | $100 | $85.00 | $60.00 | $35.00 | $125 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 420 FT | $36.00 | $28.00 | $40.00 | $40.00 | $60.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 | $14,003 | $15,000 | $38,000 | $10,000 | 3% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 360 FT | $36.00 | $50.00 | $32.00 | $35.00 | $45.00 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $12,000 | $6,200 | $13,500 | $10,000 | $15,000 | 2% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 56 CY | $210 | $230 | $310 | $500 | $175 | 2% |
| $21.50 |
| $21.50 |
| $21.50 |
| $24.80 |
| $75.00 |
| 606E20000 FLARED END SECTION | 4 EACH | $50.00 | $50.00 | $50.00 | $95.00 | $300 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 4 EACH | $1,000 | $1,000 | $1,000 | $1,260 | $1,900 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 6 EACH | $150 | $1,000 | $1,000 | $412 | $1,200 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $150 | $150 | $150 | $50.00 |
| 659E00300 TOPSOIL | 185 CY | $55.00 | $50.00 | $15.00 | $35.00 | $75.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 1,945 SY | $2.00 | $2.00 | $6.50 | $2.00 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.2 TON | $1,250 | $1,250 | $1,250 | $1,250 | $1,900 |
| 659E31000 LIME | 0.45 ACRE | $150 | $150 | $150 | $150 | $1,500 |
| 659E35000 WATER | 0.15 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $2,500 | $2,500 | $2,500 | $6,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $5,150 | $3,600 | $5,150 | $5,400 | $12,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $2,500 | $1,550 | $1,505 | $7,500 | $5,500 |
| 832E30000 EROSION CONTROL | 4,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 40 FT | $25.00 | $23.00 | $40.00 | $13.00 | $100 |
| 611E06400 15" CONDUIT, TYPE D | 20 FT | $85.00 | $73.00 | $150 | $200 | $150 |
| 407E20000 NON-TRACKING TACK COAT | 74 GAL | $6.00 | $3.05 | $3.90 | $3.90 | $20.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $650 | $217 | $400 | $400 | $1,500 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 8 EACH | $12.00 | $12.00 | $12.00 | $12.50 | $25.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 46 FT | $25.00 | $25.00 | $25.00 | $22.50 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $32.00 | $32.00 | $32.00 | $25.00 | $125 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.3 MILE | $2,650 | $2,650 | $2,650 | $2,650 | $14,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.2 MILE | $4,250 | $4,250 | $4,250 | $4,250 | $18,500 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 12 EACH | $55.00 | $29.00 | $70.00 | $250 | $150 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 40 SY | $65.00 | $65.00 | $65.00 | $65.00 | $50.00 |
| 516E13901 2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 23 SF | $50.00 | $55.00 | $60.00 | $100 | $100 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 49 FT | $32.00 | $46.00 | $46.00 | $46.00 | $200 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 36 SF | $38.00 | $6.00 | $15.00 | $175 | $150 |
| 516E41100 1/8" PREFORMED BEARING PAD, TYPE CDP | 12 EACH | $95.00 | $21.00 | $65.00 | $95.50 | $200 |
| 517E72306 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 75 FT | $140 | $140 | $140 | $162 | $210 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 75 FT | $115 | $115 | $115 | $112 | $500 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 37 SY | $35.00 | $18.00 | $35.00 | $175 | $100 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 72 FT | $22.00 | $16.00 | $20.00 | $16.00 | $40.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 85 FT | $12.00 | $5.50 | $18.00 | $15.00 | $25.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $16.00 | $5.50 | $25.00 | $20.00 | $25.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,500 | $4,400 | $4,000 | $6,500 | $22,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,500 | $10,000 | $15,000 | $10,000 | $35,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,500 | $12,000 | $12,000 | $15,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 6 EACH | $12,000 | $72k | 11% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 64 CY | $750 | $48k | 7% |
| 203E10000 EXCAVATION | 1,382 CY | $28 | $39k | 6% |
| 203E20000 EMBANKMENT | 1,382 CY | $28 | $39k | 6% |
| 304E20000 AGGREGATE BASE | 312 CY | $110 | $34k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 107 CY | $320 | $34k | 5% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $30,140 | $30k | 5% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 22 CY | $1,350 | $30k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 10,814 LB | $2.5 | $27k | 4% |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 24 EACH | $1,060 | $25k | 4% |