PRE-US 35/SR 127-02.46/20.49
PRE County · est $1.0M
Bid dateThursday, November 18—
PRE County · est $1.0M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 9.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 61 more items below.
| Item | Quantity | R1Bcc Ohio INC | R2Brumbaugh Construction INC | R3Eagle Bridge CO | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 515E12080 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 10 EACH | $19,621 | $18,750 | $21,000 | $20,400 | 24% |
| 515E10030 PRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE | 10 EACH | $8,564 | $12,250 | $10,750 | $13,000 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $81,693 | $80,000 | $55,000 | $80,000 | 10% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 127 CY | $473 | $400 | $450 | $450 |
| Item | Quantity | R1Bcc Ohio INC | R2Brumbaugh Construction INC | R3Eagle Bridge CO | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,560 | $4,932 | $2,500 | $4,000 |
| 202E38000 GUARDRAIL REMOVED | 1,425 FT | $1.89 | $3.00 | $1.80 | $1.80 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 4 EACH | $310 | $250 | $295 | $295 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $142 | $125 | $135 | $135 |
| 202E42040 |
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 →
| 7% |
| 511E21522 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 40 CY | $1,216 | $1,560 | $1,750 | $1,800 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $40,887 | $28,000 | $40,000 | $40,000 | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $36,945 | $63,000 | $50,000 | $60,000 | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 150 FT | $230 | $300 | $220 | $300 | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,425 FT | $23.52 | $27.00 | $22.40 | $22.40 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $32,370 | $28,000 | $45,000 | $50,000 | 4% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 8 EACH | $2,982 | $2,850 | $2,840 | $2,840 | 3% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 8 EACH | $2,751 | $2,565 | $2,620 | $2,620 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 7,403 LB | $2.76 | $2.00 | $1.50 | $1.50 | 2% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 86 FT | $230 | $310 | $220 | $300 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 2,679 SY | $7.35 | $10.00 | $7.00 | $7.00 | 2% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (40 CY | $473 | $400 | $450 | $450 | 2% |
| 645E00116 EDGE LINE, 6", TYPE A3 | 0.44 MILE | $32,550 | $30,000 | $28,475 | $28,475 | 2% |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 40 EACH | $325 | $230 | $200 | $350 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,034 | $6,000 | $15,000 | $12,000 | 1% |
| 645E00310 CENTER LINE, TYPE A3 | 0.22 MILE | $52,894 | $46,000 | $43,855 | $43,855 | 1% |
| 2 EACH |
| $78.75 |
| $100 |
| $75.00 |
| $75.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 6 EACH | $52.50 | $50.00 | $50.00 | $50.00 |
| 209E15050 RESHAPING UNDER GUARDRAIL | 1 MILE | $2,541 | $2,000 | $2,420 | $2,420 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,297 | $1,330 | $1,235 | $1,235 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $3,990 | $2,500 | $1,000 | $19,600 |
| 659E10000 SEEDING AND MULCHING | 1,000 SY | $3.10 | $2.00 | $4.00 | $3.63 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $893 | $600 | $1,250 | $1,045 |
| 659E31000 LIME | 0.2 ACRE | $52.50 | $100 | $10.00 | $61.50 |
| 659E35000 WATER | 5 MGAL | $1.05 | $1.00 | $10.00 | $1.23 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 202E23500 WEARING COURSE REMOVED | 399 SY | $7.35 | $13.00 | $16.00 | $15.00 |
| 407E20000 NON-TRACKING TACK COAT | 261 GAL | $3.09 | $10.00 | $3.00 | $3.00 |
| 253E02000 PAVEMENT REPAIR | 5 CY | $315 | $390 | $450 | $300 |
| 621E00100 RPM | 11 EACH | $299 | $360 | $342 | $340 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $17.73 | $20.00 | $15.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 46 EACH | $8.40 | $10.00 | $8.00 | $8.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $15.75 | $55.00 | $15.00 | $15.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $47.25 | $55.00 | $45.00 | $45.00 |
| 646E10010 EDGE LINE, 6" | 0.04 MILE | $94,500 | $100,000 | $95,250 | $95,250 |
| 646E10200 CENTER LINE | 0.02 MILE | $108,360 | $101,000 | $96,150 | $96,150 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $609 | $2,200 | $2,150 | $2,320 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 12 EACH | $19.39 | $17.00 | $15.00 | $17.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 12 EACH | $19.39 | $22.00 | $15.00 | $21.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.19 MILE | $13,947 | $10,350 | $15,000 | $9,850 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.13 MILE | $13,778 | $9,100 | $8,500 | $8,650 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 36 FT | $16.64 | $11.00 | $10.00 | $10.50 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 430 FT | $20.60 | $29.00 | $15.00 | $27.50 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 40 FT | $160 | $35.00 | $60.00 | $33.50 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 5 CY | $315 | $350 | $450 | $425 |
| 616E10000 WATER | 1 MGAL | $15.00 | $1.00 | $20.00 | $80.00 |
| 690E98400 SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAINI | 1 LS | $780 | $250 | $300 | $8,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,350 | $100 | $1.00 | $5,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $1,352 | $500 | $5,000 | $9,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 213 LB | $2.76 | $2.00 | $2.00 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 52 EACH | $21.21 | $15.00 | $25.00 | $25.00 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 2 CY | $4,509 | $1,300 | $4,000 | $5,300 |
| 512E10000 SEALING OF CONCRETE SURFACES | 110 SY | $23.84 | $25.00 | $26.50 | $26.50 |
| 512E44400 TYPE B WATERPROOFING | 14 SY | $125 | $75.00 | $60.00 | $350 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 94 SY | $16.35 | $11.00 | $35.00 | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 131 SF | $5.18 | $5.50 | $7.00 | $11.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 40 EACH | $32.44 | $22.00 | $10.00 | $150 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 40 EACH | $184 | $130 | $125 | $400 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 72 FT | $9.82 | $15.00 | $20.00 | $13.75 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 23 CF | $424 | $535 | $800 | $650 |
| 512E33010 TYPE 3 WATERPROOFING | 170 SY | $42.60 | $44.00 | $45.00 | $30.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,350 | $100 | $1.00 | $5,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,705 | $277 | $5,000 | $9,000 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 70 EACH | $17.70 | $15.00 | $22.50 | $25.00 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 2 CY | $4,509 | $1,300 | $2,750 | $5,500 |
| 512E10000 SEALING OF CONCRETE SURFACES | 149 SY | $23.84 | $25.00 | $26.50 | $26.50 |
| 512E44400 TYPE B WATERPROOFING | 18 SY | $125 | $75.00 | $60.00 | $350 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 90 SY | $16.35 | $11.00 | $35.00 | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 201 SF | $5.18 | $5.00 | $7.00 | $8.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 40 EACH | $36.94 | $25.00 | $10.00 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 143 FT | $9.72 | $12.00 | $20.00 | $20.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 17 CF | $448 | $580 | $800 | $650 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,470 | $6,235 | $10,000 | $6,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12080 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 10 EACH | $19,621 | $196k | 20% |
| 515E10030 PRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE | 10 EACH | $8,564 | $86k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $81,693 | $82k | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 127 CY | $472.5 | $60k | 6% |
| 511E21522 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 40 CY | $1,216 | $49k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,887 | $41k | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $36,945 | $37k | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 150 FT | $230.48 | $35k | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,425 FT | $23.52 | $34k | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $32,370 | $32k | 3% |