Tus-US 36-17.24
Tuscarawas County · est $2.1M
Bid dateThursday, August 23—
Tuscarawas County · est $2.1M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 131 more items below.
| Item | Quantity | R1Bog Construction INC | R2Eclipse CO LLC | % of bid |
|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $210,000 | $145,851 | 13% |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 56,903 LB | $3.50 | $3.00 | 13% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 322 CY | $490 | $743 | 10% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 144,398 LB | $1.05 | $1.00 | 10% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 15,571 SF | $9.00 | $8.50 | 9% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 447 CY | $275 | $258 | 8% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 141 FT | $460 | $615 | 4% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 329 SY | $180 | $447 | 4% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 17,439 SF | $2.75 | $2.00 | 3% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 17,439 SF | $2.75 | $2.00 | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 428 SY | $100 | $131 | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (116 CY | $355 | $357 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $100,000 | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 84 CY | $475 | $473 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $80,000 | 2% |
| 202E23000 PAVEMENT REMOVED | 1,259 SY | $27.00 | $23.50 | 2% |
| 304E20000 AGGREGATE BASE | 412 CY | $82.00 | $78.50 | 2% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,164 SY | $26.00 | $25.50 | 2% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 49 CY | $590 | $1,093 | 2% |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 16 EACH | $1,800 | $2,652 | 2% |
| Item | Quantity | R1Bog Construction INC | R2Eclipse CO LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,500 | $18,266 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 254 SY | $28.00 | $23.50 |
| 202E30000 WALK REMOVED | 3,833 SF | $3.00 | $2.00 |
| 202E30601 CONCRETE MEDIAN REMOVED, AS PER PLAN | 347 SY | $35.00 | $27.50 |
| 202E32500 CURB AND GUTTER REMOVED | 517 FT | $15.00 | $7.50 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 161 FT | $45.00 | $24.50 |
| 202E38000 GUARDRAIL REMOVED | 666 FT | $2.00 | $2.00 |
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 →
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $850 | $514 |
| 202E75000 FENCE REMOVED | 99 FT | $10.00 | $5.50 |
| 203E10000 EXCAVATION | 283 CY | $30.00 | $44.00 |
| 203E20000 EMBANKMENT | 287 CY | $30.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 2,431 SY | $3.00 | $5.50 |
| 209E72001 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 5.47 STA | $200 | $764 |
| 606E15050 GUARDRAIL, TYPE MGS | 525 FT | $19.40 | $19.50 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE EMASH 2016 COMPLIANT | 1 EACH | $2,300 | $2,284 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,000 | $919 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,200 | $2,232 |
| 607E15000 FENCE, TYPE 47 | 101 FT | $32.00 | $37.50 |
| 608E10000 4" CONCRETE WALK | 1,801 SF | $5.00 | $9.50 |
| 608E52000 CURB RAMP | 164 SF | $30.00 | $22.00 |
| 601E21060 TIED CONCRETE BLOCK MAT, TYPE 2 | 179 SY | $50.00 | $103 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $132 |
| 659E00300 TOPSOIL | 214 CY | $30.00 | $78.50 |
| 659E10000 SEEDING AND MULCHING | 1,924 SY | $3.25 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 962 SY | $0.50 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.26 TON | $500 | $840 |
| 659E31000 LIME | 0.04 ACRE | $200 | $420 |
| 659E35000 WATER | 5 MGAL | $1.00 | $2.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.27 CY | $2,500 | $2,768 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 227 FT | $15.00 | $18.00 |
| 605E31100 AGGREGATE DRAINS | 106 FT | $12.00 | $14.50 |
| 611E00406 4" CONDUIT, TYPE F | 20 FT | $10.00 | $18.00 |
| 611E05900 15" CONDUIT, TYPE B | 178 FT | $55.00 | $101 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $2,500 | $5,032 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $4,000 | $3,138 |
| 611E99155 INLET RECONSTRUCTED TO GRADE, AS PER PLAN | 1 EACH | $1,000 | $3,178 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 2,634 FT | $3.00 | $2.50 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (DEPTH VARIES) | 646 SY | $13.00 | $21.00 |
| 407E10000 TACK COAT | 141 GAL | $4.00 | $2.50 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 309 FT | $38.00 | $52.00 |
| 609E24510 CURB, TYPE 4-C | 98 FT | $21.00 | $46.00 |
| 609E72000 CONCRETE MEDIAN | 100 SY | $90.00 | $146 |
| 609E72001 CONCRETE MEDIAN, AS PER PLAN | 15 SY | $100 | $197 |
| 611E00400 4" CONDUIT, TYPE E | 116 FT | $6.00 | $2.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 8 EACH | $135 | $94.50 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 12 EACH | $135 | $94.50 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN A8B31.2 | 2 EACH | $2,750 | $3,623 |
| 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP | 1 EACH | $2,750 | $2,731 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 1,204 FT | $3.00 | $4.00 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 257 FT | $2.00 | $1.00 |
| 625E24100 1-1/2" DUCT CABLE WITH TWO NO. 4 AWG 2400 VOLT CAB | 425 FT | $9.00 | $9.50 |
| 625E25400 CONDUIT, 2", 725.04 | 580 FT | $17.00 | $29.50 |
| 625E25902 CONDUIT, JACKED OR DRILLED, 725.04, 3" | 101 FT | $44.00 | $50.50 |
| 625E26251 LUMINAIRE, CONVENTIONAL, AS PER PLAN (200W HPS, 48 | 3 EACH | $450 | $473 |
| 625E29000 TRENCH | 637 FT | $11.00 | $9.50 |
| 625E30700 PULL BOX, 725.08, 18" | 5 EACH | $925 | $893 |
| 625E31510 PULL BOX REMOVED | 5 EACH | $110 | $269 |
| 625E32000 GROUND ROD | 1 EACH | $220 | $279 |
| 625E35010 REMOVE AND REERECT EXISTING LIGHT POLE | 1 EACH | $1,100 | $1,733 |
| 625E36000 PLASTIC CAUTION TAPE | 626 FT | $1.00 | $0.50 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $7,500 | $237 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 1 EACH | $2,200 | $273 |
| 625E75506 LUMINAIRE REMOVED | 3 EACH | $100 | $63.00 |
| 625E75520 LUMINAIRE SUPPORT REMOVED | 2 EACH | $600 | $315 |
| 625E75522 LUMINAIRE SUPPORT FOUNDATION REMOVED | 1 EACH | $600 | $158 |
| 625E75801 DISCONNECT CIRCUIT, AS PER PLAN | 3 EACH | $400 | $347 |
| 625E10615 LIGHT POLE ANCHOR BOLTS ON STRUCTURE, AS PER PLAN | 2 EACH | $900 | $838 |
| 625E29920 STRUCTURE JUNCTION BOX | 2 EACH | $3,000 | $1,996 |
| 626E00102 BARRIER REFLECTOR, TYPE 1(ONE-WAY) | 6 EACH | $10.00 | $7.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(ONE-WAY) | 14 EACH | $10.00 | $7.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 116.1 FT | $12.00 | $11.50 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 16.4 FT | $15.00 | $12.50 |
| 630E08520 STREET NAME SIGN SUPPORT, NO. 3 POST | 14.6 FT | $15.00 | $14.00 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $50.00 | $47.50 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $50.00 | $39.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $100 | $10.50 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 10 EACH | $75.00 | $68.50 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 7 EACH | $50.00 | $10.50 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 1 EACH | $50.00 | $31.50 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 1 EACH | $200 | $195 |
| 646E10010 EDGE LINE, 6" | 0.43 MILE | $25,000 | $23,996 |
| 646E10200 CENTER LINE | 0.03 MILE | $75,000 | $28,963 |
| 646E10400 STOP LINE | 16 FT | $20.00 | $20.00 |
| 646E10500 CROSSWALK LINE | 119 FT | $10.00 | $10.00 |
| 646E20504 DOTTED LINE, 6" | 489 FT | $5.00 | $5.00 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $3,500 | $2,458 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 40 CY | $100 | $312 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 21 EACH | $10.00 | $7.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 21 EACH | $15.00 | $12.50 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.39 MILE | $8,000 | $13,127 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 2.72 MILE | $7,000 | $6,301 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 740.06, TYPE I | 1,084 FT | $2.00 | $1.50 |
| 614E25400 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 740.0 | 113 FT | $4.00 | $2.50 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 138 FT | $10.00 | $3.50 |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 122 SY | $115 | $188 |
| 622E41000 PORTABLE BARRIER, 32" | 450 FT | $15.00 | $35.00 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 480 FT | $20.00 | $38.50 |
| 202E22900 APPROACH SLAB REMOVED | 229 SY | $30.00 | $68.50 |
| 202E23500 WEARING COURSE REMOVED | 229 SY | $10.00 | $21.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $7,213 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 174 CY | $35.00 | $46.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 682 EACH | $15.00 | $16.00 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 56 CY | $510 | $669 |
| 512E33000 TYPE 2 WATERPROOFING | 61 SY | $28.00 | $23.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 6,642 EACH | $4.00 | $3.00 |
| 513E21000 TRIMMING OF BEAM END | 16 EACH | $400 | $318 |
| 513E95000 STRUCTURAL STEEL, MISC.: REPAIR OF DAMAGED BOTTOM | 17 FT | $600 | $1,167 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 15,571 SF | $1.75 | $3.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 24 MNHR | $110 | $128 |
| 514E10000 FINAL INSPECTION REPAIR | 20 EACH | $200 | $212 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 12 SF | $10.00 | $21.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $1,200 | $1,857 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $1,200 | $1,857 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $19,000 | $23,337 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 76 CY | $100 | $132 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 178 FT | $10.00 | $8.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 29 FT | $10.00 | $29.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 32 SF | $150 | $205 |
| 526E90010 TYPE A INSTALLATION | 138 FT | $125 | $186 |
| 601E32304 ROCK CHANNEL PROTECTION, TYPE D WITH GEOTEXTILE FA | 2 CY | $1,000 | $172 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 330 FT | $70.00 | $70.00 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 2 EACH | $3,500 | $2,626 |
| 690E71000 SPECIAL - ASBESTOS ABATEMENT (WORK INVOLVING ASBES | 1 LS | $10,000 | $4,774 |
| 849E10000 DAMAGE ASSESSMENT | 1 LS | $1,000 | $2,069 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 4 FT | $200 | $663 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $8,000 | $9,977 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $8,500 | $12,602 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $102,719 |
| 619E16010 FIELD OFFICE, TYPE B | 7 MNTH | $500 | $1,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $85,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $210,000 | $210k | 9% |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 56,903 LB | $3.5 | $199k | 9% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 322 CY | $490 | $158k | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 144,398 LB | $1.05 | $152k | 7% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 15,571 SF | $9 | $140k | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 447 CY | $275 | $123k | 6% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 141 FT | $460 | $65k | 3% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 329 SY | $180 | $59k | 3% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 17,439 SF | $2.75 | $48k | 2% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 17,439 SF | $2.75 | $48k | 2% |