Lic-SR 79-13.30
Licking County · est $2.9M
Bid dateThursday, November 3—
Licking County · est $2.9M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 85 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Buds INC | R3Ruhlin Company | R4Complete General Construction Company | R5George J Igel & CO INC | % of bid |
|---|---|---|---|---|---|---|---|
| 515E12070 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 30 EACH | $21,500 | $21,000 | $25,000 | $26,000 | $23,600 | 30% |
| 511E31612 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 227 CY | $825 | $950 | $765 | $975 | $1,030 | 9% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 205 CY | $700 | $750 | $730 | $850 | $800 | 7% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT |
| Item | Quantity | R1Shelly & Sands INC | R2Buds INC | R3Ruhlin Company | R4Complete General Construction Company | R5George J Igel & CO INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $700 | $2,500 | $500 | $5,000 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 315 SY | $10.00 | $25.00 | $8.00 | $16.00 | $13.00 |
| 202E30000 WALK REMOVED | 2,178 SF | $1.00 | $2.00 | $2.50 | $3.00 | $1.00 |
| 202E32000 CURB REMOVED | 547 FT | $6.00 | $8.00 |
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 →
| 82,420 LB |
| $1.70 |
| $1.60 |
| $1.75 |
| $1.95 |
| $2.00 |
| 7% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 372 SY | $300 | $285 | $370 | $360 | $390 | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $110,000 | $160,000 | $240,000 | $320,000 | $402,800 | 5% |
| 511E34463 CLASS QC SCC CONCRETE WITH QC/QA, BRIDGE DECK (PAR | 92 CY | $1,100 | $1,032 | $820 | $1,300 | $1,240 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $24,000 | $100,000 | $100,000 | $100,000 | 5% |
| 515E12060 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 4 EACH | $21,500 | $21,000 | $23,500 | $23,000 | $23,200 | 4% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $75,000 | $120,000 | $146,000 | $100,000 | $140,000 | 4% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (249 CY | $221 | $221 | $295 | $221 | $258 | 3% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 213 CY | $240 | $240 | $310 | $240 | $323 | 2% |
| 516E43200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 60 EACH | $775 | $185 | $215 | $300 | $265 | 2% |
| 511E51512 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK | 64 CY | $700 | $650 | $435 | $650 | $650 | 2% |
| 607E39901 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 370 FT | $120 | $135 | $120 | $115 | $126 | 2% |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: EMSEAL W | 145 FT | $300 | $243 | $225 | $400 | $430 | 2% |
| 530E00600 SPECIAL - STRUCTURES : AESTHETIC TREATMENT | — | $18.00 | $22.00 | $20.75 | $22.00 | $18.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $36,000 | $20,000 | $50,000 | $75,000 | $95,000 | 2% |
| 511E43210 CLASS QC1 CONCRETE, PIER | 3 CY | $11,000 | $5,000 | $1,365 | $1,600 | $7,850 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 97 CY | $315 | $315 | $285 | $315 | $256 | 1% |
| $8.00 |
| $12.00 |
| $4.00 |
| 202E38000 GUARDRAIL REMOVED | 425 FT | $2.68 | $2.50 | $2.50 | $2.00 | $2.50 |
| 203E10001 EXCAVATION, AS PER PLAN | 274 CY | $25.00 | $22.00 | $33.00 | $35.00 | $45.00 |
| 204E10000 SUBGRADE COMPACTION | 734 SY | $4.00 | $4.00 | $4.75 | $3.75 | $7.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 193.75 FT | $21.00 | $21.00 | $21.00 | $24.80 | $21.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 4 EACH | $2,100 | $2,100 | $2,100 | $2,230 | $2,100 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,450 | $2,450 | $2,450 | $3,020 | $2,450 |
| 608E10000 4" CONCRETE WALK | 1,655 SF | $8.00 | $10.00 | $11.50 | $10.00 | $10.00 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 430 FT | $48.00 | $54.00 | $40.00 | $60.00 | $41.00 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 608 SY | $32.00 | $42.00 | $43.50 | $35.00 | $30.00 |
| 653E10000 TOPSOIL FURNISHED AND PLACED | 10 CY | $100 | $35.00 | $50.00 | $50.00 | $69.00 |
| 659E10000 SEEDING AND MULCHING | 1,883 SY | $1.60 | $1.65 | $1.55 | $1.56 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.4 TON | $925 | $950 | $925 | $925 | $1,400 |
| 659E31000 LIME | 0.4 ACRE | $150 | $160 | $150 | $150 | $80.00 |
| 659E35000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 4,158 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $220 | $250 | $485 | $325 | $550 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (MAX. 3 1/ | 5,124 SY | $4.00 | $7.00 | $7.00 | $4.00 | $7.00 |
| 304E20000 AGGREGATE BASE | 122 CY | $115 | $95.00 | $130 | $140 | $120 |
| 407E20000 NON-TRACKING TACK COAT | 588 GAL | $3.50 | $3.50 | $4.50 | $3.50 | $4.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 2 EACH | $110 | $120 | $225 | $225 | $110 |
| 625E00470 CONNECTION, UNFUSED BOLTED | 2 EACH | $110 | $120 | $275 | $160 | $110 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 2 EACH | $110 | $120 | $425 | $300 | $110 |
| 625E10615 LIGHT POLE ANCHOR BOLTS ON STRUCTURE, AS PER PLAN | 2 EACH | $110 | $120 | $425 | $375 | $110 |
| 625E23302 NO. 6 AWG 2400 VOLT DISTRIBUTION CABLE | 1,280 FT | $5.00 | $5.00 | $4.00 | $4.00 | $5.00 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 80 FT | $4.50 | $5.00 | $5.00 | $2.50 | $4.50 |
| 625E25400 CONDUIT, 2", 725.04 | 350 FT | $38.00 | $40.00 | $36.00 | $40.00 | $38.00 |
| 625E27520 REMOVAL OF LUMINAIRE AND REERECTION | 2 EACH | $80.00 | $85.00 | $200 | $200 | $80.00 |
| 625E29002 TRENCH, 24" DEEP | 290 FT | $15.50 | $20.00 | $10.00 | $12.00 | $15.50 |
| 625E29921 STRUCTURE JUNCTION BOX, AS PER PLAN | 4 EACH | $2,150 | $2,200 | $2,350 | $3,000 | $2,150 |
| 625E30706 PULL BOX, 725.08, 24" | 4 EACH | $1,100 | $1,200 | $1,250 | $1,350 | $1,100 |
| 625E33001 STRUCTURE GROUNDING SYSTEM, AS PER PLAN | 2 EACH | $4,800 | $5,000 | $2,500 | $7,500 | $4,800 |
| 625E35010 REMOVE AND REERECT EXISTING LIGHT POLE | 2 EACH | $845 | $1,000 | $500 | $1,500 | $845 |
| 625E35520 REMOVE AND REERECT BRACKET ARM | 2 EACH | $250 | $500 | $150 | $500 | $250 |
| 625E75550 DISTRIBUTION CABLE REMOVED | 190 FT | $0.50 | $0.50 | $2.00 | $1.00 | $0.50 |
| 625E75800 DISCONNECT CIRCUIT | 2 EACH | $260 | $400 | $175 | $575 | $260 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 6 EACH | $10.00 | $10.00 | $10.00 | $12.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 9 EACH | $10.00 | $10.00 | $10.00 | $12.00 | $10.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 7 EACH | $225 | $225 | $225 | $135 | $225 |
| 646E10110 LANE LINE, 6" | 0.09 MILE | $11,547 | $11,600 | $11,075 | $10,625 | $11,547 |
| 646E10200 CENTER LINE | 0.18 MILE | $25,900 | $26,000 | $20,000 | $24,922 | $25,900 |
| 646E10300 CHANNELIZING LINE, 8" | 854 FT | $3.60 | $4.00 | $2.35 | $5.00 | $3.60 |
| 646E10400 STOP LINE | 138 FT | $14.10 | $14.25 | $12.75 | $15.77 | $14.10 |
| 646E10510 CROSSWALK LINE, 12" | 359 FT | $6.40 | $7.00 | $9.00 | $7.90 | $6.40 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 64 FT | $12.80 | $14.00 | $10.25 | $15.77 | $12.80 |
| 646E20300 LANE ARROW | 19 EACH | $185 | $185 | $200 | $295 | $185 |
| 646E20410 WORD ON PAVEMENT, 96" | 11 EACH | $200 | $200 | $225 | $395 | $200 |
| 646E20506 DOTTED LINE, 8" | 450 FT | $2.15 | $2.25 | $2.00 | $6.00 | $2.15 |
| 614E30000 WORK ZONE ARROW, CLASS I | 18 EACH | $125 | $125 | $125 | $75.00 | $125 |
| 614E31640 WORK ZONE WORD ON PAVEMENT, 96", CLASS I | 2 EACH | $500 | $500 | $500 | $75.00 | $500 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $7,000 | $5,000 | $3,500 | $30,000 | $10,000 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 216 SY | $75.00 | $105 | $80.00 | $83.50 | $85.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $750 | $1,600 | $950 | $1,200 | $600 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 140 HOUR | $72.00 | $75.00 | $67.00 | $85.00 | $100 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,850 | $1,800 | $1,850 | $2,300 | $1,850 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 30 EACH | $9.00 | $15.00 | $40.00 | $20.00 | $17.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.19 MILE | $11,125 | $11,500 | $11,125 | $1,500 | $11,125 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 49 FT | $14.00 | $20.00 | $14.00 | $5.00 | $14.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 860 FT | $11.00 | $21.00 | $9.00 | $21.00 | $17.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 660 FT | $13.00 | $35.00 | $31.00 | $29.00 | $28.00 |
| 644E30030 REMOVAL OF PAVEMENT MARKING | 0.02 MILE | $160,000 | $35,000 | $390,000 | $50,000 | $260,000 |
| 202E22900 APPROACH SLAB REMOVED | 294 SY | $26.00 | $102 | $53.00 | $48.00 | $38.00 |
| 202E23500 WEARING COURSE REMOVED | 1,208 SY | $12.00 | $15.00 | $11.25 | $15.00 | $13.00 |
| 202E38500 BRIDGE RAILING REMOVED | 315 FT | $2.80 | $200 | $15.00 | $8.00 | $18.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $16,000 | $20,000 | $80,000 | $40,000 | $25,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 873 SY | $10.50 | $21.75 | $11.00 | $10.50 | $16.00 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 2 SF | $26.00 | $15.00 | $13.00 | $45.00 | $140 |
| 516E13901 2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 32 SF | $9.00 | $39.00 | $12.50 | $22.00 | $44.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 159 FT | $30.00 | $45.00 | $45.00 | $45.00 | $45.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 225 FT | $20.50 | $35.00 | $3.75 | $20.50 | $21.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 102 EACH | $55.00 | $58.00 | $81.00 | $44.00 | $60.00 |
| 516E43200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 8 EACH | $775 | $150 | $185 | $355 | $230 |
| 516E43200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 4 EACH | $775 | $2,590 | $300 | $1,300 | $2,300 |
| 516E43200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 30 EACH | $750 | $2,800 | $390 | $1,500 | $3,000 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $17,000 | $11,300 | $14,000 | $18,000 | $19,000 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 200 FT | $5.00 | $18.00 | $15.00 | $12.00 | $9.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $5.00 | $25.00 | $15.00 | $26.00 | $13.00 |
| 844E10000 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION | 74 SF | $175 | $225 | $185 | $160 | $435 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 3 CY | $5,400 | $3,000 | $1,500 | $3,000 | $1,520 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 221 SF | $6.00 | $12.00 | $7.50 | $13.00 | $22.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $25,000 | $15,000 | $20,000 | $16,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $17,000 | $8,000 | $25,000 | $10,000 | $21,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12070 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 30 EACH | $21,500 | $645k | 25% |
| 511E31612 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 227 CY | $825 | $187k | 7% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 205 CY | $700 | $144k | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 82,420 LB | $1.7 | $140k | 5% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 372 SY | $300 | $112k | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $110,000 | $110k | 4% |
| 511E34463 CLASS QC SCC CONCRETE WITH QC/QA, BRIDGE DECK (PAR | 92 CY | $1,100 | $101k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 515E12060 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 4 EACH | $21,500 | $86k | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $75,000 | $75k | 3% |