Car-SR 43-03.91
Carroll County · est $0.8M
Bid dateThursday, March 30—
Carroll 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 · 53 more items below.
| Item | Quantity | R1Bcc Ohio INC | R2Black Horse Bridge Construction INC | R3Mc Connell Contracting INC | % of bid |
|---|---|---|---|---|---|
| 515E12031 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $13,357 | $17,000 | $23,000 | 16% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $79,739 | $102,100 | $150,000 | 12% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 43 CY | $1,647 | $1,800 | $1,500 | 10% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 112 FT | $503 | $500 | $490 | 8% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 107 SY | $516 | $325 | $320 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $51,990 | $61,000 | $45,000 | 8% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 24 CY |
| Item | Quantity | R1Bcc Ohio INC | R2Black Horse Bridge Construction INC | R3Mc Connell Contracting INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $900 | $9,800 | $2,000 |
| 202E23000 PAVEMENT REMOVED | 153 SY | $16.72 | $20.00 | $30.00 |
| 202E38000 GUARDRAIL REMOVED | 312 FT | $2.10 | $3.50 | $2.50 |
| 203E10000 EXCAVATION | 102 CY | $27.90 | $46.00 | $35.00 |
| 203E20000 EMBANKMENT | 16 CY | $84.38 | $40.00 | $60.00 |
| 204E10000 SUBGRADE COMPACTION | 322 SY |
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 →
| $1,602 |
| $800 |
| $950 |
| 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 49 CY | $683 | $420 | $512 | 5% |
| 526E90010 TYPE A INSTALLATION | 67 FT | $388 | $200 | $210 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 9,956 LB | $2.47 | $2.50 | $3.25 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 730 FT | $29.06 | $30.00 | $30.00 | 3% |
| 202E22900 APPROACH SLAB REMOVED | 143 SY | $128 | $50.00 | $70.00 | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 115 SY | $151 | $300 | $80.00 | 3% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 28 CF | $459 | $525 | $600 | 2% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $11,370 | $21,300 | $4,000 | 2% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 11 CY | $998 | $755 | $1,110 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $10,880 | $40,000 | $46,000 | 2% |
| 304E20000 AGGREGATE BASE | 58 CY | $185 | $100 | $115 | 2% |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $10,395 | $10,000 | $2,500 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,223 | $9,800 | $10,000 | 2% |
| $6.89 |
| $4.50 |
| $4.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 150 FT | $26.04 | $24.80 | $25.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 2 EACH | $2,877 | $2,740 | $2,800 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,911 | $1,820 | $2,150 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $116 | $150 | $100 |
| 659E00300 TOPSOIL | 23 CY | $83.28 | $54.00 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 206 SY | $13.13 | $8.00 | $12.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 11 SY | $1.05 | $10.00 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $1,008 | $500 | $1,500 |
| 659E31000 LIME | 0.04 ACRE | $84.00 | $200 | $1,000 |
| 659E35000 WATER | 2 MGAL | $1.05 | $100 | $1.00 |
| 832E30000 EROSION CONTROL | 8,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 40 FT | $49.80 | $36.00 | $45.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE , 1.25" | 164 SY | $42.00 | $37.00 | $31.50 |
| 407E10000 TACK COAT | 31 GAL | $4.20 | $5.00 | $3.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 5 GAL | $131 | $400 | $65.00 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (11 CY | $788 | $1,115 | $680 |
| 621E00100 RPM | 8 EACH | $368 | $350 | $365 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $18.00 | $100 | $85.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 9 EACH | $12.60 | $12.00 | $12.00 |
| 646E10010 EDGE LINE, 6" | 0.3 MILE | $13,283 | $12,650 | $11,535 |
| 646E10200 CENTER LINE | 0.15 MILE | $19,845 | $18,900 | $15,380 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $161 | $100 | $40.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $81.90 | $80.00 | $20.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 450 FT | $0.74 | $1.50 | $1.25 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,394 | $2,280 | $2,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $179 | $980 | $45.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 16 EACH | $14.81 | $28.00 | $28.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 16 EACH | $20.18 | $36.00 | $36.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 32 EACH | $19.54 | $30.00 | $45.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.28 MILE | $4,410 | $4,200 | $4,200 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.4 MILE | $10,185 | $9,700 | $9,700 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 50 FT | $14.70 | $14.00 | $15.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $5,666 | $2,500 | $25,000 |
| 616E10000 WATER | 10 MGAL | $4.13 | $100 | $1.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 50 FT | $89.46 | $48.00 | $75.00 |
| 202E23500 WEARING COURSE REMOVED | 327 SY | $7.48 | $13.00 | $15.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 12 CY | $390 | $500 | $45.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 184 EACH | $28.73 | $60.00 | $35.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 98 SY | $34.91 | $36.00 | $23.00 |
| 512E33000 TYPE 2 WATERPROOFING | 2 SY | $128 | $240 | $75.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 22 SF | $15.83 | $14.00 | $20.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 73 FT | $76.32 | $30.00 | $45.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 16 EACH | $51.56 | $28.00 | $12.00 |
| 516E43101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 32 EACH | $189 | $130 | $250 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 24 CY | $216 | $120 | $150 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $2,269 | $500 | $850 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,065 | $12,000 | $2,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12031 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $13,357 | $107k | 13% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $79,739 | $80k | 10% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 43 CY | $1,647 | $71k | 9% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 112 FT | $502.95 | $56k | 7% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 107 SY | $516.37 | $55k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $51,990 | $52k | 6% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 24 CY | $1,602 | $38k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 49 CY | $682.5 | $33k | 4% |
| 526E90010 TYPE A INSTALLATION | 67 FT | $387.55 | $26k | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 9,956 LB | $2.47 | $25k | 3% |