Has-SR 151-14.00
Harrison County · est $0.8M
Bid dateThursday, September 26—
Harrison 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 · 48 more items below.
| Item | Quantity | R1Bcc Ohio INC | R2J & J Bridge Company INC | R3Shelly & Sands INC | R4Perk Company INC | % of bid |
|---|---|---|---|---|---|---|
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK | 136 CY | $1,651 | $800 | $850 | $1,200 | 24% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $128,922 | $250,000 | $615,000 | $325,000 | 14% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 886 FT | $118 | $110 | $72.00 | $125 | 11% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 127 FT | $659 | $350 | $550 | $450 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $54,758 | $55,400 | $50,000 | $132,000 | 6% |
| 512E10100 SEALING OF CONCRETE SURFACES | 1,249 SY | $32.85 | $30.00 | $28.00 | $50.00 |
| Item | Quantity | R1Bcc Ohio INC | R2J & J Bridge Company INC | R3Shelly & Sands INC | R4Perk Company INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,404 | $25,000 | $10,000 | $7,880 |
| 202E23000 PAVEMENT REMOVED | 2 SY | $117 | $460 | $250 | $1,400 |
| 202E32000 CURB REMOVED | 23 FT | $20.35 | $35.00 | $40.00 | $64.00 |
| 202E38000 GUARDRAIL REMOVED | 375 FT | $2.10 | $5.00 | $2.00 | $12.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $78.75 |
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 →
| 4% |
| 622E41101 PORTABLE BARRIER, UNANCHORED, AS PER PLAN | 1,300 FT | $25.85 | $35.00 | $19.00 | $37.50 | 4% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,886 SY | $17.62 | $20.00 | $16.00 | $34.50 | 4% |
| 619E16010 FIELD OFFICE, TYPE B | 7 MNTH | $4,500 | $1,500 | $4,700 | $2,300 | 3% |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 15,187 FT | $1.90 | $4.00 | $2.00 | $2.20 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $24,169 | $45,000 | $40,000 | $157,000 | 3% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 9,854 LB | $1.89 | $4.00 | $4.00 | $2.20 | 2% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 145 SF | $126 | $200 | $190 | $450 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 3 CY | $4,906 | $2,000 | $18,000 | $11,390 | 2% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 4 CY | $3,680 | $2,500 | $7,500 | $4,550 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 325 FT | $44.10 | $35.00 | $20.40 | $42.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,775 | $40,000 | $10,000 | $18,000 | 1% |
| 659E00300 TOPSOIL | 188 CY | $63.00 | $10.00 | $80.00 | $65.00 | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,888 | $2,000 | $2,625 | $2,750 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $5,513 | $3,500 | $23,000 | $6,500 | 1% |
| $500 |
| $75.00 |
| $650 |
| 203E10000 EXCAVATION | 5 CY | $117 | $200 | $100 | $600 |
| 204E10000 SUBGRADE COMPACTION | 19 SY | $29.25 | $50.00 | $25.00 | $50.00 |
| 209E60501 LINEAR GRADING, AS PER PLAN | 0.08 MILE | $8,190 | $20,000 | $15,000 | $29,150 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, | 1 EACH | $3,308 | $2,500 | $2,580 | $3,150 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $47.25 | $100 | $150 | $500 |
| 659E10000 SEEDING AND MULCHING | 1,696 SY | $2.73 | $2.00 | $2.50 | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 85 SY | $1.00 | $2.00 | $2.50 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.23 TON | $530 | $2,300 | $1,250 | $1,000 |
| 659E31000 LIME | 0.35 ACRE | $10.51 | $1,150 | $150 | $1,000 |
| 659E35000 WATER | 10 MGAL | $1.42 | $10.00 | $1.00 | $25.00 |
| 832E30000 EROSION CONTROL | 10,785 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E97300 CONDUIT, MISC.: REVIEW OF DRAINAGE FACILITIES | 1 LS | $410 | $1,000 | $300 | $5,000 |
| 304E20000 AGGREGATE BASE | 3 CY | $268 | $500 | $350 | $520 |
| 609E23001 COMBINATION CURB AND GUTTER, TYPE 4, AS PER PLAN | 28 FT | $138 | $120 | $130 | $95.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 12 EACH | $11.55 | $10.00 | $10.00 | $12.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 12 EACH | $11.55 | $10.00 | $12.50 | $12.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 87 FT | $21.00 | $12.00 | $20.00 | $35.50 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $26.25 | $30.00 | $25.00 | $42.50 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 6 EACH | $63.00 | $30.00 | $60.00 | $110 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 6 EACH | $15.75 | $20.00 | $15.00 | $21.50 |
| 646E10010 EDGE LINE, 6" | 0.36 MILE | $8,836 | $8,000 | $8,415 | $10,320 |
| 646E10200 CENTER LINE | 0.17 MILE | $12,863 | $12,000 | $12,250 | $16,925 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, | 4 EACH | $2,436 | $3,000 | $2,320 | $2,260 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $630 | $200 | $375 | $740 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 29 EACH | $31.50 | $30.00 | $8.00 | $12.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 13 EACH | $42.00 | $40.00 | $12.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 42 EACH | $33.60 | $30.00 | $17.00 | $20.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.1 MILE | $7,560 | $8,000 | $7,200 | $14,750 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $18,992 | $20,000 | $18,088 | $16,700 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.1 MILE | $7,298 | $8,000 | $6,950 | $11,250 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.73 MILE | $11,707 | $12,000 | $11,150 | $13,500 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 37 FT | $12.60 | $10.00 | $12.00 | $7.50 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 21 SY | $371 | $115 | $650 | $1,050 |
| 202E98100 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 EACH | $275 | $500 | $300 | $775 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 CY | $318 | $3,500 | $550 | $680 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 25 LB | $2.42 | $20.00 | $1.00 | $2.20 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 35 FT | $169 | $150 | $130 | $300 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 459 SY | $19.27 | $11.00 | $30.00 | $50.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 11 SF | $16.61 | $40.00 | $19.00 | $30.00 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS | 22 SY | $441 | $1,200 | $750 | $940 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $10,841 | $5,000 | $16,000 | $1,000 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,000 | $5,000 | $7,000 | $5,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,110 | $2,500 | $10,000 | $12,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK | 136 CY | $1,651 | $224k | 22% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $128,922 | $129k | 12% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 886 FT | $118.23 | $105k | 10% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 127 FT | $658.72 | $84k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $54,758 | $55k | 5% |
| 512E10100 SEALING OF CONCRETE SURFACES | 1,249 SY | $32.85 | $41k | 4% |
| 622E41101 PORTABLE BARRIER, UNANCHORED, AS PER PLAN | 1,300 FT | $25.85 | $34k | 3% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,886 SY | $17.62 | $33k | 3% |
| 619E16010 FIELD OFFICE, TYPE B | 7 MNTH | $4,500 | $31k | 3% |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 15,187 FT | $1.9 | $29k | 3% |