Ros-SR 138-10.38
Ross County · est $1.8M
Bid dateThursday, October 13—
Ross County · est $1.8M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 62 more items below.
| Item | Quantity | R1D G M INC | R2Shelly & Sands INC | R3Double Z Construction Company | R4Complete General Construction Company | R5George J Igel & CO INC | R6Sunesis Construction CO | % of bid |
|---|---|---|---|---|---|---|---|---|
| 515E15090 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $78,750 | $65,000 | $63,000 | $62,000 | $82,500 | $88,052 | 24% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 161 CY | $750 | $1,200 | $950 | $1,125 | $1,400 | $1,639 | 9% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 192 FT | $610 | $497 | $479 |
| Item | Quantity | R1D G M INC | R2Shelly & Sands INC | R3Double Z Construction Company | R4Complete General Construction Company | R5George J Igel & CO INC | R6Sunesis Construction CO |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $1,500 | $5,000 | $9,000 | $10,000 | $15,519 |
| 202E23000 PAVEMENT REMOVED | 761 SY | $8.00 | $15.00 | $20.00 | $20.00 | $25.00 | $16.70 |
| 202E38000 GUARDRAIL REMOVED | 354 FT | $1.00 | $2.50 | $4.67 | $2.00 | $2.00 |
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 →
| $475 |
| $480 |
| $596 |
| 9% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 136 CY | $750 | $980 | $852 | $1,000 | $1,000 | $1,108 | 8% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 2,040 FT | $48.20 | $31.00 | $39.00 | $40.00 | $39.00 | $42.99 | 7% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 45,426 LB | $1.55 | $2.15 | $1.89 | $2.00 | $2.00 | $2.18 | 5% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $70,000 | $62,000 | $87,000 | $105,000 | $96,000 | $36,078 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $48,000 | $50,000 | $30,000 | $72,000 | $67,233 | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 178 SY | $300 | $343 | $355 | $375 | $290 | $469 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 181 CY | $285 | $275 | $345 | $275 | $275 | $265 | 4% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 505 SY | $100 | $104 | $125 | $115 | $115 | $106 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | $40,000 | $40,000 | $81,966 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $39,000 | $8,700 | $10,000 | $20,000 | $10,000 | $11,577 | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $33,000 | $41,000 | $50,000 | $40,000 | $55,000 | $108,965 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 86 CY | $260 | $250 | $370 | $250 | $250 | $319 | 2% |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $2,700 | $2,648 | $2,645 | $2,485 | $3,000 | $3,341 | 2% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 1,870 FT | $10.00 | $27.00 | $11.20 | $25.00 | $21.00 | $18.83 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 29 CF | $625 | $861 | $580 | $515 | $650 | $516 | 1% |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 9 EACH | $2,000 | $3,200 | $2,800 | $5,000 | $2,300 | $5,297 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,110 FT | $14.50 | $16.00 | $22.00 | $15.00 | $19.00 | $20.67 | 1% |
| $10.18 |
| 203E10000 EXCAVATION | 501 CY | $20.00 | $21.00 | $50.00 | $20.00 | $26.00 | $39.14 |
| 203E20000 EMBANKMENT | 693 CY | $15.00 | $25.00 | $15.00 | $25.00 | $22.00 | $11.79 |
| 204E10000 SUBGRADE COMPACTION | 1,082 SY | $7.00 | $4.00 | $7.00 | $9.50 | $6.00 | $3.02 |
| 204E13000 EXCAVATION OF SUBGRADE | 113 CY | $15.00 | $24.00 | $22.00 | $10.00 | $18.00 | $40.58 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 113 CY | $75.00 | $74.00 | $60.00 | $50.00 | $70.00 | $86.78 |
| 204E45000 PROOF ROLLING | 1 HOUR | $75.00 | $190 | $180 | $100 | $125 | $393 |
| 204E50000 GEOTEXTILE FABRIC | 338 SY | $2.50 | $1.20 | $2.40 | $3.00 | $3.00 | $1.99 |
| 606E15050 GUARDRAIL, TYPE MGS | 325 FT | $44.00 | $21.20 | $21.44 | $21.20 | $21.20 | $47.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,300 | $2,875 | $2,907 | $2,875 | $2,875 | $2,250 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,500 | $1,360 | $1,375 | $1,360 | $1,360 | $1,450 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,900 | $3,835 | $3,423 | $3,385 | $3,385 | $2,800 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 148 CY | $90.00 | $110 | $66.00 | $95.00 | $85.00 | $138 |
| 659E10000 SEEDING AND MULCHING | 1,805 SY | $3.00 | $2.25 | $6.23 | $2.25 | $4.00 | $3.73 |
| 659E14000 REPAIR SEEDING AND MULCHING | 90 SY | $0.05 | $2.25 | $2.25 | $2.25 | $2.25 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.26 TON | $1,500 | $1,400 | $1,400 | $1,400 | $1,400 | $1,500 |
| 659E31000 LIME | 0.37 ACRE | $100 | $80.00 | $80.00 | $80.00 | $80.00 | $200 |
| 659E35000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $1,475 | $2,000 | $2,000 | $2,500 | $1,475 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $6,000 | $5,200 | $8,400 | $8,400 | $8,400 | $5,040 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $5,000 | $3,400 | $3,533 | $5,000 | $3,200 | $3,342 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 309 SY | $10.00 | $5.00 | $8.98 | $5.00 | $5.00 | $10.00 |
| 605E31100 AGGREGATE DRAINS | 65 FT | $25.00 | $24.00 | $22.00 | $20.00 | $35.00 | $26.98 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 3") | 58 SY | $85.00 | $85.00 | $120 | $85.00 | $85.00 | $125 |
| 304E20000 AGGREGATE BASE | 171 CY | $85.00 | $92.00 | $99.00 | $95.00 | $90.00 | $93.71 |
| 407E10000 TACK COAT | 55 GAL | $3.00 | $3.00 | $4.00 | $3.00 | $3.00 | $2.25 |
| 621E00100 RPM | 4 EACH | $700 | $700 | $700 | $591 | $591 | $591 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BI-DIRECTIONAL | 11 EACH | $10.00 | $10.00 | $10.11 | $10.00 | $10.00 | $10.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $15.00 | $10.00 | $10.00 | $10.00 | $10.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $150 | $65.00 | $65.00 | $65.00 | $65.00 | $50.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.2 MILE | $5,500 | $4,850 | $4,850 | $4,435 | $4,435 | $4,850 |
| 642E00300 CENTER LINE, TYPE 1 | 0.2 MILE | $6,000 | $5,500 | $5,500 | $8,865 | $8,865 | $5,500 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 34 CY | $60.00 | $86.00 | $86.84 | $95.00 | $60.00 | $175 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,230 | $2,230 | $2,230 | $2,100 | $2,095 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 26 EACH | $20.00 | $7.00 | $18.74 | $12.76 | $13.00 | $12.76 |
| 614E13360 OBJECT MARKER, TWO WAY | 24 EACH | $20.00 | $16.00 | $16.12 | $19.33 | $20.00 | $19.33 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.1 MILE | $17,000 | $16,500 | $16,650 | $8,600 | $8,600 | $8,600 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.54 MILE | $5,000 | $4,500 | $4,500 | $6,900 | $6,900 | $6,900 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 48 FT | $20.00 | $14.00 | $14.00 | $5.00 | $5.00 | $5.00 |
| 616E10000 WATER | 5 MGAL | $1.00 | $50.00 | $80.00 | $85.00 | $45.00 | $16.24 |
| 622E41111 PORTABLE BARRIER, ANCHORED, AS PER PLAN | 100 FT | $24.00 | $45.00 | $39.00 | $20.00 | $26.00 | $32.06 |
| 202E22900 APPROACH SLAB REMOVED | 67 SY | $40.00 | $35.00 | $44.00 | $75.00 | $30.00 | $54.72 |
| 202E23500 WEARING COURSE REMOVED | 347 SY | $8.00 | $6.00 | $18.00 | $40.00 | $20.00 | $7.15 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $9,000 | $39,500 | $50,500 | $90,000 | $45,000 | $25,728 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $13,000 | $17,000 | $22,000 | $15,000 | $10,000 | $20,447 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,000 | $3,100 | $3,552 | $7,000 | $4,600 | $2,955 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 511 SY | $28.00 | $25.50 | $24.50 | $25.50 | $32.00 | $23.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 40 SY | $15.00 | $32.00 | $32.05 | $32.00 | $32.00 | $52.88 |
| 512E33000 TYPE 2 WATERPROOFING | 8 SY | $50.00 | $64.00 | $55.00 | $125 | $75.00 | $118 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 69 SF | $15.00 | $7.00 | $13.00 | $25.00 | $7.00 | $4.09 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 96 SF | $25.00 | $12.00 | $15.00 | $12.00 | $9.00 | $7.55 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 69 FT | $45.00 | $35.00 | $30.00 | $45.00 | $45.00 | $67.47 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 61 CY | $100 | $125 | $100 | $95.00 | $160 | $127 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 199 FT | $15.00 | $14.50 | $18.00 | $15.00 | $25.00 | $25.54 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 128 FT | $20.00 | $5.00 | $17.00 | $15.00 | $13.00 | $2.51 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 36 FT | $20.00 | $16.00 | $22.00 | $20.00 | $66.00 | $39.97 |
| 526E90010 TYPE A INSTALLATION | 69 FT | $225 | $215 | $220 | $275 | $260 | $261 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,250 | $2,600 | $2,250 | $1,500 | $2,500 | $1,343 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $22,000 | $10,500 | $5,000 | $15,000 | $15,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15090 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $78,750 | $315k | 20% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 161 CY | $750 | $121k | 7% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 192 FT | $610 | $117k | 7% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 136 CY | $750 | $102k | 6% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 2,040 FT | $48.2 | $98k | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 45,426 LB | $1.55 | $70k | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $70,000 | $70k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $60k | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 178 SY | $300 | $53k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 181 CY | $285 | $52k | 3% |