Ham-US 42-11.97
Hamilton County · est $0.9M
Bid dateThursday, October 15—
Hamilton County · est $0.9M
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 · 84 more items below.
| Item | Quantity | R1Sunesis Construction CO | R2Eagle Bridge CO | R3George J Igel & CO INC | R4Complete General Construction Company | R5Prus Construction Company | R6John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|---|---|---|
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 15 EACH | $10,800 | $9,250 | $9,650 | $9,000 | $10,300 | $8,680 | 21% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: CLASS QC3 CONCRETE WITH | 108 CY | $895 | $1,350 | $800 | $1,144 | $1,375 | $1,066 | 12% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 275 SY | $313 | $300 |
| Item | Quantity | R1Sunesis Construction CO | R2Eagle Bridge CO | R3George J Igel & CO INC | R4Complete General Construction Company | R5Prus Construction Company | R6John R Jurgensen Company |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,300 | $10,000 | $10,000 | $18,921 | $10,500 | $10,865 |
| 202E23000 PAVEMENT REMOVED | 494 SY | $13.51 | $20.00 | $20.00 | $23.06 | $19.00 | $50.04 |
| 202E30000 WALK REMOVED | 314 SF | $2.67 | $2.00 | $2.00 | $4.74 |
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 →
| $250 |
| $385 |
| $315 |
| $346 |
| 11% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $74,665 | $100,000 | $148,500 | $110,000 | $79,500 | $63,542 | 10% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 158 FT | $294 | $250 | $400 | $269 | $310 | $414 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $38,115 | $40,000 | $20,000 | $40,000 | $40,000 | $40,000 | 5% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 151 CY | $225 | $250 | $350 | $225 | $225 | $314 | 4% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 278 SF | $120 | $120 | $120 | $120 | $140 | $120 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 100 CY | $320 | $210 | $330 | $320 | $320 | $327 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $28,022 | $40,000 | $50,000 | $24,966 | $25,000 | $52,173 | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 16,635 LB | $1.20 | $1.25 | $1.20 | $1.23 | $1.08 | $1.14 | 3% |
| 526E90010 TYPE A INSTALLATION | 126 FT | $153 | $155 | $160 | $175 | $215 | $324 | 2% |
| 609E26000 CURB, TYPE 6 | 367 FT | $41.58 | $30.00 | $25.00 | $52.13 | $38.00 | $27.48 | 2% |
| 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 116 FT | $125 | $75.00 | $125 | $125 | $95.00 | $125 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1.25" | 3,177 SY | $4.41 | $2.80 | $3.50 | $4.25 | $4.25 | $3.73 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $13,704 | $6,500 | $10,000 | $11,004 | $25,000 | $34,974 | 2% |
| 304E20000 AGGREGATE BASE | 146 CY | $85.03 | $100 | $80.00 | $106 | $95.00 | $93.19 | 2% |
| 517E73101 TEMPORARY BRIDGE RAILING, AS PER PLAN | 82 FT | $142 | $89.50 | $90.00 | $90.00 | $94.00 | $89.50 | 1% |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 149 FT | $77.76 | $30.00 | $30.00 | $45.00 | $37.00 | $45.00 | 1% |
| 202E23500 WEARING COURSE REMOVED | 454 SY | $24.24 | $15.00 | $20.00 | $23.22 | $18.00 | $13.35 | 1% |
| $2.50 |
| $11.01 |
| 202E32000 CURB REMOVED | 371 FT | $5.43 | $3.00 | $3.00 | $8.09 | $10.50 | $12.55 |
| 202E38000 GUARDRAIL REMOVED | 201 FT | $4.12 | $3.00 | $2.40 | $2.40 | $6.00 | $2.40 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 2 EACH | $240 | $300 | $295 | $295 | $310 | $295 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $331 | $300 | $100 | $100 | $105 | $100 |
| 202E98100 REMOVAL MISC.:ROCK REMOVED | 1 EACH | $105 | $300 | $50.00 | $378 | $250 | $161 |
| 203E10000 EXCAVATION | 2 CY | $47.87 | $100 | $25.00 | $176 | $100 | $25.00 |
| 203E20000 EMBANKMENT | 56 CY | $25.93 | $50.00 | $60.00 | $61.95 | $35.00 | $112 |
| 204E10000 SUBGRADE COMPACTION | 845 SY | $3.87 | $8.00 | $6.00 | $3.11 | $2.75 | $5.96 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 38 FT | $38.00 | $32.00 | $32.00 | $32.00 | $33.60 | $32.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,350 | $2,465 | $2,465 | $2,465 | $2,586 | $2,465 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $970 | $985 | $985 | $985 | $1,034 | $985 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,090 | $2,380 | $2,380 | $2,380 | $2,500 | $2,380 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $580 | $550 | $550 | $550 | $577 | $550 |
| 608E10000 4" CONCRETE WALK | 353 SF | $11.21 | $11.00 | $11.00 | $19.21 | $7.50 | $11.57 |
| 623E38500 MONUMENT ASSEMBLY | 3 EACH | $670 | $1,500 | $2,400 | $667 | $800 | $752 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $75.00 | $275 | $200 | $121 | $125 | $125 |
| 659E00300 TOPSOIL | 61 CY | $54.00 | $50.00 | $45.00 | $46.35 | $82.00 | $82.00 |
| 659E10000 SEEDING AND MULCHING | 550 SY | $4.80 | $8.00 | $5.00 | $7.81 | $5.00 | $5.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 28 SY | $1.95 | $2.00 | $1.00 | $0.48 | $5.00 | $5.00 |
| 659E15000 INTER-SEEDING | 28 SY | $1.95 | $2.00 | $0.01 | $0.12 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $2,143 | $1,250 | $500 | $605 | $1,000 | $1,000 |
| 659E31000 LIME | 0.11 ACRE | $5,909 | $10.00 | $200 | $60.55 | $300 | $300 |
| 659E35000 WATER | 3 MGAL | $1.00 | $10.00 | $1.00 | $1.21 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 2 SY | $206 | $200 | $235 | $453 | $220 | $376 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 62 FT | $10.50 | $16.00 | $15.00 | $45.56 | $22.00 | $22.71 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 41 FT | $7.37 | $15.00 | $30.00 | $4.25 | $35.00 | $31.54 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $295 | $800 | $600 | $719 | $675 | $1,231 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $208 | $250 | $250 | $250 | $315 | $522 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 229 FT | $1.95 | $3.00 | $3.00 | $3.00 | $3.50 | $1.50 |
| 407E20000 NON-TRACKING TACK COAT | 324 GAL | $3.00 | $1.00 | $5.00 | $3.00 | $3.00 | $14.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2 CY | $600 | $375 | $800 | $600 | $600 | $789 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (3 CY | $600 | $340 | $800 | $600 | $600 | $767 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 2 EACH | $268 | $200 | $400 | $207 | $515 | $1,282 |
| 621E00100 RPM | 43 EACH | $66.10 | $66.10 | $68.00 | $66.00 | $66.10 | $66.10 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 43 EACH | $17.97 | $10.00 | $12.00 | $17.10 | $17.00 | $22.37 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 9 EACH | $10.00 | $7.40 | $7.40 | $7.40 | $7.40 | $7.40 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 7 EACH | $65.00 | $65.00 | $85.00 | $85.00 | $65.00 | $85.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 3 EACH | $95.00 | $95.00 | $145 | $145 | $95.00 | $145 |
| 630E87101 REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION, A | 1 EACH | $4,600 | $7,850 | $7,850 | $7,850 | $3,800 | $7,850 |
| 642E00204 LANE LINE, 6", TYPE 1 | 0.28 MILE | $4,890 | $4,890 | $2,755 | $4,890 | $4,890 | $4,890 |
| 642E00300 CENTER LINE, TYPE 1 | 0.14 MILE | $5,410 | $5,410 | $8,278 | $5,410 | $5,410 | $5,410 |
| 642E00500 STOP LINE, TYPE 1 | 10 FT | $2.50 | $2.50 | $2.50 | $2.50 | $2.50 | $2.50 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 25 CY | $60.16 | $100 | $60.00 | $131 | $110 | $136 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $65.00 | $90.00 | $70.00 | $85.00 | $85.00 | $85.65 |
| 614E11630 INCREASED BARRIER DELINEATION | 270 FT | $2.50 | $2.00 | $4.00 | $2.50 | $2.50 | $2.50 |
| 614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | 2 EACH | $1,900 | $1,900 | $2,860 | $1,900 | $1,900 | $1,900 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 1 EACH | $1,950 | $1,950 | $2,920 | $1,950 | $1,950 | $1,950 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 5 CY | $473 | $500 | $250 | $260 | $475 | $655 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 53 EACH | $11.00 | $6.00 | $10.00 | $11.00 | $11.00 | $11.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 53 EACH | $13.00 | $10.00 | $15.00 | $13.00 | $13.00 | $13.00 |
| 614E20000 WORK ZONE LANE LINE, CLASS I, 4" | 0.16 MILE | $6,555 | $6,555 | $6,026 | $6,555 | $6,555 | $6,555 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 0.28 MILE | $4,960 | $4,960 | $6,026 | $4,960 | $4,960 | $4,960 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.48 MILE | $6,815 | $6,815 | $13,559 | $6,815 | $6,815 | $6,815 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.14 MILE | $5,235 | $5,235 | $13,559 | $5,235 | $5,235 | $5,235 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.47 MILE | $6,670 | $6,670 | $9,041 | $6,670 | $6,670 | $6,670 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 552 FT | $0.50 | $0.50 | $1.00 | $0.50 | $0.50 | $0.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 10 FT | $2.50 | $2.50 | $2.75 | $2.50 | $2.50 | $2.50 |
| 614E40050 BUSINESS ENTRANCE SIGN | 2 EACH | $275 | $275 | $125 | $275 | $275 | $125 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 93 SY | $96.87 | $130 | $80.00 | $96.14 | $95.00 | $114 |
| 616E10000 WATER | 51 MGAL | $5.33 | $5.00 | $40.00 | $47.38 | $10.00 | $23.06 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 320 FT | $20.71 | $30.00 | $18.00 | $19.50 | $19.50 | $19.50 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 200 FT | $23.47 | $32.00 | $30.00 | $22.50 | $22.50 | $22.50 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $810 | $6,500 | $5,000 | $7,151 | $3,500 | $5,001 |
| 202E22900 APPROACH SLAB REMOVED | 214 SY | $24.45 | $50.00 | $41.00 | $45.76 | $56.00 | $90.06 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $4,709 | $6,500 | $10,000 | $6,500 | $7,000 | $7,633 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 46 EACH | $13.78 | $25.00 | $40.00 | $16.10 | $40.00 | $32.16 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 1 CY | $3,262 | $5,000 | $2,600 | $4,021 | $12,000 | $6,221 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 121 SY | $9.00 | $9.00 | $9.00 | $9.00 | $18.00 | $9.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 456 SY | $20.00 | $20.00 | $20.00 | $20.00 | $29.00 | $20.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 31 SF | $4.00 | $6.00 | $11.00 | $11.55 | $8.00 | $6.31 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 28 SF | $6.07 | $12.00 | $15.00 | $13.99 | $10.00 | $8.42 |
| 516E41100 1/8" PREFORMED BEARING PAD | 30 EACH | $40.08 | $10.00 | $17.00 | $59.52 | $39.00 | $35.71 |
| 516E42600 ELASTOMERIC BEARING PAD, MISC.: 6"X1.25" | 124 FT | $46.19 | $65.00 | $60.00 | $64.71 | $82.00 | $60.27 |
| 516E43201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 60 EACH | $91.19 | $100 | $80.00 | $143 | $75.00 | $94.41 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 20 CY | $131 | $120 | $150 | $94.96 | $145 | $261 |
| 625E25504 CONDUIT, 3", 725.051 | 158 FT | $11.63 | $11.00 | $21.00 | $20.00 | $5.50 | $20.30 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,890 | $16,500 | $5,000 | $9,000 | $10,000 | $7,902 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,880 | $7,500 | $9,000 | $8,146 | $11,500 | $20,386 |
| 690E98400 SPECIAL -CONSULTANT FOR CONCRETE QUALITY CONTROL I | 1 LS | $4,250 | $10,000 | $5,000 | $5,000 | $6,000 | $17,640 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $1,700 | $5,000 | $5,000 | $5,000 | $6,500 | $6,160 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 15 EACH | $10,800 | $162k | 17% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: CLASS QC3 CONCRETE WITH | 108 CY | $895.15 | $97k | 10% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 275 SY | $313.26 | $86k | 9% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $74,665 | $75k | 8% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 158 FT | $293.8 | $46k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $38,115 | $38k | 4% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 151 CY | $225 | $34k | 4% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 278 SF | $120 | $33k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 100 CY | $320 | $32k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $28,022 | $28k | 3% |