Tus-SR 212-10.80
Tuscarawas County · est $0.5M
Bid dateThursday, February 17—
Tuscarawas County · est $0.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 42 more items below.
| Item | Quantity | R1Jet Excavating Company | R2Bog Construction INC | R3Alan Stone CO INC | R4Mc Connell Contracting INC | R5Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|
| 611E96001 12' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN (COV | 60 FT | $1,300 | $1,400 | $1,300 | $1,900 | $1,800 | 15% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 495 SY | $95.00 | $85.00 | $78.50 | $105 | $114 | 9% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 77 CY | $525 | $350 | $451 | $700 | $545 | 8% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $40,000 | $50,000 | $11,000 | $60,000 | $23,000 | 8% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 311 CY | $125 | $120 | $147 | $120 | $154 | 8% |
| 614E11000 MAINTAINING TRAFFIC |
| Item | Quantity | R1Jet Excavating Company | R2Bog Construction INC | R3Alan Stone CO INC | R4Mc Connell Contracting INC | R5Eclipse CO LLC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,500 | $4,500 | $3,500 | $5,000 | $9,000 |
| 202E23000 PAVEMENT REMOVED | 281 SY | $12.00 | $50.00 | $7.00 | $15.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 607 FT | $2.50 | $2.00 | $3.00 | $3.50 | $2.00 |
| 203E20000 EMBANKMENT | 401 CY | $22.00 | $25.00 |
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 →
| 1 LS |
| $31,000 |
| $5,000 |
| $50,000 |
| $55,000 |
| $12,000 |
| 6% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 31 CY | $995 | $550 | $1,400 | $650 | $1,450 | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 82 CY | $340 | $390 | $394 | $316 | $373 | 5% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $25,000 | $15,000 | $35,000 | $30,000 | $32,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $22,000 | $15,000 | $22,000 | $45,000 | $26,075 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $15,000 | $67,000 | $15,000 | $85,000 | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 7,823 LB | $2.00 | $2.50 | $2.00 | $2.50 | $4.00 | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 625 FT | $25.00 | $26.00 | $23.60 | $24.00 | $26.00 | 3% |
| 304E20000 AGGREGATE BASE | 124 CY | $105 | $98.00 | $85.00 | $120 | $87.00 | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 4 EACH | $3,100 | $3,300 | $3,000 | $3,000 | $3,200 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 680 FT | $18.00 | $20.00 | $21.00 | $30.00 | $56.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $15,000 | $4,700 | $12,000 | $14,000 | 2% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 13 CY | $725 | $850 | $941 | $755 | $892 | 2% |
| 203E10000 EXCAVATION | 470 CY | $20.00 | $20.00 | $20.00 | $30.00 | $13.00 | 2% |
| 503E21104 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 619 CY | $15.00 | $30.00 | $26.00 | $35.00 | $43.00 | 2% |
| $15.00 |
| $35.00 |
| $15.00 |
| 204E10000 SUBGRADE COMPACTION | 369 SY | $2.00 | $5.00 | $3.00 | $3.00 | $2.00 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 50 FT | $27.00 | $30.00 | $27.00 | $27.00 | $29.00 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 85 CY | $105 | $90.00 | $42.00 | $135 | $113 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $10.00 | $50.00 | $137 | $50.00 | $144 |
| 659E00300 TOPSOIL | 136 CY | $35.00 | $35.00 | $25.00 | $30.00 | $33.00 |
| 659E10000 SEEDING AND MULCHING | 1,227 SY | $2.00 | $5.50 | $2.50 | $5.00 | $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 61 SY | $1.00 | $2.00 | $1.00 | $1.00 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $750 | $1,000 | $623 | $1,000 | $1,149 |
| 659E31000 LIME | 0.25 ACRE | $250 | $100 | $878 | $600 | $115 |
| 659E35000 WATER | 7 MGAL | $1.00 | $1.00 | $0.01 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 66 FT | $20.00 | $15.00 | $22.00 | $25.00 | $13.00 |
| 407E10000 TACK COAT | 41 GAL | $2.25 | $8.00 | $5.00 | $4.00 | $5.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 99 GAL | $10.00 | $30.00 | $33.50 | $27.00 | $32.00 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (18 CY | $350 | $600 | $632 | $507 | $599 |
| 621E00100 RPM | 3 EACH | $1,000 | $400 | $1,100 | $825 | $951 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $25.00 | $50.00 | $63.50 | $100 | $16.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 15 EACH | $10.00 | $15.00 | $10.50 | $9.00 | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.04 MILE | $80,000 | $150,000 | $158,000 | $100,000 | $139,831 |
| 646E10200 CENTER LINE | 0.02 MILE | $90,000 | $130,000 | $158,000 | $100,000 | $139,832 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,000 | $2,500 | $5,500 | $2,372 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $1,000 | $12,000 | $1,500 | $3,000 | $12,864 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $125 | $125 | $117 | $25.00 | $194 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 14 EACH | $10.00 | $15.00 | $40.00 | $15.00 | $36.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 22 EACH | $15.00 | $20.00 | $40.00 | $15.00 | $36.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 36 EACH | $15.00 | $20.00 | $35.00 | $30.00 | $31.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $12,000 | $7,500 | $16,000 | $12,875 | $14,403 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.32 MILE | $12,000 | $8,000 | $12,000 | $9,300 | $10,403 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 29 FT | $15.00 | $30.00 | $15.00 | $12.00 | $13.00 |
| 616E10000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $27.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,000 | $1,000 | $998 | $1,000 | $1,596 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 118 SY | $25.00 | $28.00 | $55.00 | $18.00 | $27.00 |
| 512E33000 TYPE 2 WATERPROOFING | 132 SY | $25.00 | $28.00 | $26.50 | $20.00 | $20.00 |
| 512E33010 TYPE 3 WATERPROOFING | 103 SY | $45.00 | $50.00 | $50.00 | $95.00 | $53.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 56 SF | $5.00 | $15.00 | $1.50 | $15.00 | $6.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 32 CY | $95.00 | $125 | $118 | $110 | $127 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $3,500 | $7,000 | $5,600 | $15,000 | $7,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $4,500 | $5,000 | $4,000 | $8,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96001 12' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN (COV | 60 FT | $1,300 | $78k | 13% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 495 SY | $95 | $47k | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 77 CY | $525 | $40k | 7% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $40,000 | $40k | 7% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 311 CY | $125 | $39k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $31,000 | $31k | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 31 CY | $995 | $31k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 82 CY | $340 | $28k | 5% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $25,000 | $25k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $22,000 | $22k | 4% |