Cos-SR 60-07.62
Coshocton County · est $0.7M
Bid dateThursday, February 23—
Coshocton County · est $0.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 60 more items below.
| Item | Quantity | R1Buds INC | R2B & G Trucking & Construction INC | R3Bcc Ohio INC | % of bid |
|---|---|---|---|---|---|
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUBSTR | 39 CY | $2,225 | $1,250 | $1,124 | 15% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 145 SY | $395 | $575 | $539 | 10% |
| 847E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PL | 251 SY | $200 | $259 | $190 | 9% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 20 CY | $2,400 | $2,350 | $2,078 | 8% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 70 CY | $490 | $575 | $1,250 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $32,000 | $53,000 | $17,325 | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 31 CY | $1,000 | $985 |
| Item | Quantity | R1Buds INC | R2B & G Trucking & Construction INC | R3Bcc Ohio INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $5,000 | $1,800 |
| 202E38000 GUARDRAIL REMOVED | 167 FT | $2.36 | $2.40 | $2.52 |
| 203E10001 EXCAVATION, AS PER PLAN | 215 CY | $35.00 | $35.00 | $22.50 |
| 204E10000 SUBGRADE COMPACTION | 416 SY | $5.00 | $7.00 | $3.01 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 3.2 STA | $100 | $1,000 | $68.25 |
| 209E70000 BORROW | 50 CY | $45.00 |
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 →
| $1,203 |
| 5% |
| 624E10000 MOBILIZATION | 1 LS | $28,000 | $28,000 | $102,739 | 5% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 9,694 LB | $2.50 | $5.50 | $4.49 | 4% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 16 CY | $1,500 | $1,600 | $1,715 | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUPERS | 14 CY | $1,600 | $700 | $1,154 | 4% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 162 FT | $120 | $125 | $131 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (40 CY | $420 | $500 | $1,071 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE | 671 SY | $25.00 | $20.00 | $28.05 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $16,500 | $28,000 | $20,633 | 3% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 118 CY | $135 | $125 | $64.88 | 3% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 34 CY | $445 | $575 | $1,135 | 3% |
| 632E90400 SIGNALIZATION, MISC.: MICROWAVE DETECTOR | 6 EACH | $2,500 | $2,500 | $1,868 | 3% |
| 519E11100 PATCHING CONCRETE STRUCTURE | 75 SF | $188 | $150 | $117 | 2% |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 12 SNMT | $1,000 | $1,200 | $998 | 2% |
| $75.00 |
| $77.18 |
| 606E13000 GUARDRAIL, TYPE 5 | 25 FT | $40.00 | $25.60 | $26.88 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 3 EACH | $2,500 | $2,960 | $3,108 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $1,000 | $1,245 | $1,307 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $1,000 | $1,120 | $1,176 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $300 | $200 | $228 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,000 SY | $2.00 | $3.45 | $3.62 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $800 | $800 | $840 |
| 659E31000 LIME | 0.21 ACRE | $500 | $60.00 | $63.00 |
| 659E35000 WATER | 5.4 MGAL | $1.00 | $1.00 | $1.05 |
| 832E30000 EROSION CONTROL | 8,000 EACH | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 492 FT | $5.00 | $3.00 | $5.03 |
| 304E20000 AGGREGATE BASE | 68 CY | $110 | $165 | $154 |
| 407E20000 NON-TRACKING TACK COAT | 127 GAL | $3.75 | $4.00 | $9.56 |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 37 SY | $141 | $150 | $79.05 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 7 EACH | $5.00 | $50.00 | $18.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 10 EACH | $10.00 | $12.40 | $13.02 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 48 FT | $15.00 | $15.00 | $15.75 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $25.00 | $22.50 | $23.63 |
| 646E10010 EDGE LINE, 6" | 0.12 MILE | $22,000 | $20,000 | $69,590 |
| 646E10200 CENTER LINE | 0.06 MILE | $22,000 | $37,000 | $92,795 |
| 646E10400 STOP LINE | 40 FT | $25.00 | $17.00 | $3.51 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 5 CY | $150 | $75.00 | $212 |
| 611E04200 12" CONDUIT, TYPE A (CORRUGATED METAL) | 20 FT | $115 | $100 | $35.37 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $2,400 | $2,225 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $150 | $300 | $1,020 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 14 EACH | $12.00 | $7.00 | $28.31 |
| 614E13350 OBJECT MARKER, ONE WAY | 14 EACH | $18.00 | $10.00 | $31.31 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.28 MILE | $5,000 | $12,000 | $31,055 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.39 MILE | $5,000 | $6,000 | $15,529 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 36 FT | $20.00 | $10.00 | $18.51 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 288 FT | $20.00 | $24.00 | $48.25 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 264 FT | $35.00 | $49.00 | $85.75 |
| 644E30030 REMOVAL OF PAVEMENT MARKING | 0.47 MILE | $8,000 | $7,500 | $22,793 |
| 202E98200 REMOVAL MISC.: STEEL DRIP STRIP | 140 FT | $12.00 | $2.00 | $3.56 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $12,000 | $54,000 | $23,973 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 26 SY | $22.00 | $40.00 | $31.71 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 49 SF | $20.00 | $5.00 | $15.75 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 43 SF | $28.00 | $8.00 | $18.75 |
| 516E13901 2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 40 SF | $30.00 | $15.00 | $26.25 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 72 FT | $45.00 | $75.00 | $47.63 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 65 FT | $38.00 | $25.00 | $19.22 |
| 517E76302 RAILING, MISC.: DEEP BEAM BRIDGE GUARDRAIL TYPE B | 16 EACH | $75.00 | $69.50 | $72.98 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $165 | $165 | $208 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 175 FT | $15.00 | $20.00 | $27.92 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 74 FT | $18.00 | $10.00 | $9.91 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 92 FT | $22.00 | $10.00 | $9.79 |
| 847E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PL | 13 SY | $200 | $245 | $217 |
| 847E20201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 3 CY | $500 | $550 | $450 |
| 847E30000 TEST SLAB | 1 LS | $1,500 | $2,000 | $2,138 |
| 847E30200 FULL DEPTH REPAIR | 5 CY | $1,500 | $750 | $1,125 |
| 847E50000 HAND CHIPPING | 38 SY | $130 | $200 | $155 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $15,000 | $11,062 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $200 | $2,000 | $2,693 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $4,500 | $1,000 | $3,225 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN, SUBSTR | 39 CY | $2,225 | $87k | 12% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 145 SY | $395 | $57k | 8% |
| 847E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PL | 251 SY | $200 | $50k | 7% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 20 CY | $2,400 | $48k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 70 CY | $490 | $34k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $32,000 | $32k | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 31 CY | $1,000 | $31k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $28,000 | $28k | 4% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 9,694 LB | $2.5 | $24k | 3% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 16 CY | $1,500 | $24k | 3% |