Tus-SR 416-04.74
Tuscarawas County · est $1.3M
Bid dateThursday, November 3—
Tuscarawas County · est $1.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 71 more items below.
| Item | Quantity | R1Black Horse Bridge Construction INC | % of bid |
|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 169 CY | $1,200 | 19% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $120,000 | 11% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 42,784 LB | $2.00 | 8% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 288 CY | $260 | 7% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $73,300 | 7% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 156 FT | $450 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | 5% |
| 526E10011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 148 SY | $325 | 5% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 208 FT | $230 | 5% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $18,000 | 3% |
| 203E20000 EMBANKMENT | 1,108 CY | $32.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | 3% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 242 SY | $115 | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 61 CY | $440 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (78 CY | $320 | 2% |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 199 CY | $115 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 38 CF | $575 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 830 FT | $26.00 | 2% |
| 304E20000 AGGREGATE BASE | 205 CY | $100 | 2% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 27 CY | $700 | 2% |
| Item | Quantity | R1Black Horse Bridge Construction INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,500 |
| 202E23000 PAVEMENT REMOVED | 720 SY | $17.00 |
| 202E23500 WEARING COURSE REMOVED | 490 SY | $5.00 |
| 202E38000 GUARDRAIL REMOVED | 632 FT | $3.00 |
| 203E10000 EXCAVATION | 765 CY | $24.00 |
| 204E10000 SUBGRADE COMPACTION | 1,250 SY | $5.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 262.5 FT | $25.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E, (NCHRP 350 OR MASH 2016) | 4 EACH | $2,650 |
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 EACH |
| $2,550 |
| 623E39600 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE | 2 EACH | $950 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 2 EACH | $600 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $98.00 |
| 659E00300 TOPSOIL | 330 CY | $54.00 |
| 659E10000 SEEDING AND MULCHING | 3,020 SY | $1.05 |
| 659E14000 REPAIR SEEDING AND MULCHING | 151 SY | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.41 TON | $866 |
| 659E31000 LIME | 0.61 ACRE | $157 |
| 659E35000 WATER | 20 MGAL | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $6,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $8,000 |
| 832E30000 EROSION CONTROL | 12,150 EACH | $1.00 |
| 605E31100 AGGREGATE DRAINS | 208 FT | $23.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 4 EACH | $470 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/4" DEPTH) | 147 SY | $10.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" DEPTH) | 522 SY | $20.00 |
| 407E10000 TACK COAT | 268 GAL | $4.00 |
| 621E00100 RPM | 10 EACH | $295 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 14 EACH | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 12 EACH | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 41.9 FT | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 28.7 FT | $16.00 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $50.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $55.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $20.00 |
| 646E10010 EDGE LINE, 6" | 0.22 MILE | $18,490 |
| 646E10200 CENTER LINE | 0.08 MILE | $29,100 |
| 646E20301 LANE ARROW, AS PER PLAN | 2 EACH | $200 |
| 646E20600 BIKE LANE SYMBOL MARKING | 2 EACH | $200 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $200 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 28 EACH | $28.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 13 EACH | $48.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 41 EACH | $30.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $13,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.05 MILE | $14,770 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.78 MILE | $10,750 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.1 MILE | $6,995 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $14.00 |
| 614E98200 WORK ZONE PAVEMENT MARKING, MISC.: BIKE LANE MARKE | 5 EACH | $400 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $8,000 |
| 616E10000 WATER | 15 MGAL | $1.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 130 FT | $62.00 |
| 202E22900 APPROACH SLAB REMOVED | 133 SY | $48.00 |
| 202E98000 REMOVAL MISC.: WORK INVOLVING ASBESTOS CONTAINING | 1 LS | $200 |
| 503E21100 UNCLASSIFIED EXCAVATION | 138 CY | $96.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 25 LB | $120 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 152 EACH | $50.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 207 SY | $36.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 2 FT | $200 |
| 512E33000 TYPE 2 WATERPROOFING | 44 SY | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 23 SF | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 43 CY | $100 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 106 FT | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $12.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 7 SF | $200 |
| 526E90010 TYPE A INSTALLATION | 90 FT | $160 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,500 |
| 619E16010 FIELD OFFICE, TYPE B | 7 MNTH | $750 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 169 CY | $1,200 | $203k | 15% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $120,000 | $120k | 9% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 42,784 LB | $2 | $86k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 288 CY | $260 | $75k | 6% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $73,300 | $73k | 5% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 156 FT | $450 | $70k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $50k | 4% |
| 526E10011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 148 SY | $325 | $48k | 4% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 208 FT | $230 | $48k | 4% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $18,000 | $36k | 3% |