HAN-SR 698-04.73/05.76
HAN County · est $1.7M
Bid dateThursday, November 5—
HAN County · est $1.7M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 10.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 68 more items below.
| Item | Quantity | R1Eagle Bridge CO | R2Vernon Nagel INC | R3Armstrong Steel Erectors INC | R4Rietschlin Construction INC | R5R & I Construction INC | R6Ohio Concrete Paving LLC | R7Miller Bros Const INC | R8Complete General Construction Company | R9Mosser Construction INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 171 CY | $850 | $900 | $768 | $800 | $800 | $880 | $875 | $850 | $865 | 13% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 129 CY | $1,000 |
| Item | Quantity | R1Eagle Bridge CO | R2Vernon Nagel INC | R3Armstrong Steel Erectors INC | R4Rietschlin Construction INC | R5R & I Construction INC | R6Ohio Concrete Paving LLC | R7Miller Bros Const INC | R8Complete General Construction Company | R9Mosser Construction INC |
|---|---|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $800 | $4,860 | $11,000 | $1,500 | $2,500 | $2,500 | $5,000 | $7,000 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 1,494 SY | $12.00 | $10.00 |
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 →
| $900 |
| $870 |
| $775 |
| $800 |
| $890 |
| $925 |
| $950 |
| $945 |
| 11% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 224 CY | $550 | $490 | $485 | $370 | $600 | $400 | $550 | $550 | $500 | 11% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 67,460 LB | $1.20 | $1.12 | $0.93 | $1.00 | $1.50 | $1.15 | $1.15 | $1.16 | $1.00 | 7% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 163 CY | $450 | $430 | $470 | $360 | $600 | $410 | $500 | $475 | $475 | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 60,203 LB | $1.20 | $1.12 | $0.93 | $1.00 | $1.50 | $1.15 | $1.15 | $1.16 | $1.00 | 6% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $62,500 | $55,000 | $58,000 | $81,000 | $55,000 | $15,000 | $70,000 | $70,000 | $33,000 | 6% |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 96 CY | $550 | $630 | $495 | $390 | $600 | $500 | $625 | $650 | $600 | 5% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 321 CY | $155 | $154 | $169 | $183 | $155 | $183 | $180 | $157 | $180 | 4% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 178 SY | $250 | $255 | $282 | $210 | $240 | $250 | $250 | $240 | $255 | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 167 SY | $250 | $255 | $290 | $210 | $240 | $250 | $250 | $240 | $260 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $34,000 | $15,000 | $40,000 | $60,000 | $60,823 | $40,000 | $40,000 | $40,000 | $40,000 | 3% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $30,000 | $45,000 | $47,000 | $37,000 | $56,500 | $65,000 | $60,000 | $80,000 | $106,000 | 3% |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 49 CY | $575 | $575 | $490 | $390 | $600 | $750 | $675 | $720 | $705 | 2% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 202 FT | $138 | $150 | $152 | $164 | $151 | $160 | $152 | $152 | $138 | 2% |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 74 EACH | $375 | $450 | $268 | $371 | $333 | $550 | $400 | $742 | $445 | 2% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 193 FT | $138 | $150 | $141 | $152 | $151 | $160 | $141 | $152 | $138 | 2% |
| 304E20000 AGGREGATE BASE | 406 CY | $65.00 | $65.00 | $70.00 | $68.00 | $45.00 | $80.00 | $55.00 | $85.00 | $85.00 | 2% |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 70 EACH | $375 | $450 | $267 | $371 | $333 | $550 | $400 | $742 | $445 | 2% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 58 CY | $450 | $370 | $265 | $350 | $450 | $475 | $375 | $400 | $390 | 2% |
| $7.58 |
| $10.00 |
| $5.00 |
| $9.25 |
| $10.00 |
| $10.00 |
| $16.00 |
| 202E38000 GUARDRAIL REMOVED | 958 FT | $1.40 | $2.00 | $2.50 | $3.00 | $1.50 | $2.00 | $2.50 | $1.80 | $1.40 |
| 202E53101 MAILBOX REMOVED, AS PER PLAN | 3 EACH | $150 | $345 | $250 | $170 | $100 | $150 | $350 | $345 | $125 |
| 203E10000 EXCAVATION | 354 CY | $20.00 | $20.00 | $13.59 | $19.50 | $6.00 | $50.00 | $15.00 | $18.00 | $18.00 |
| 203E20000 EMBANKMENT | 364 CY | $20.00 | $18.00 | $16.33 | $17.00 | $20.00 | $45.00 | $15.00 | $26.00 | $15.00 |
| 204E10000 SUBGRADE COMPACTION | 1,958 SY | $6.00 | $1.00 | $4.58 | $2.00 | $1.00 | $2.00 | $1.50 | $2.60 | $5.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $75.00 | $250 | $225 | $162 | $20.00 | $500 | $150 | $125 | $165 |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 950 FT | $19.70 | $20.00 | $19.80 | $21.50 | $19.20 | $21.00 | $19.80 | $19.20 | $19.70 |
| 606E20050 ROUNDED END SECTION | 4 EACH | $75.00 | $55.00 | $50.00 | $54.00 | $55.00 | $60.00 | $50.00 | $55.00 | $75.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 6 EACH | $2,060 | $2,300 | $2,250 | $2,430 | $2,270 | $2,350 | $2,250 | $2,270 | $2,060 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 4 EACH | $925 | $600 | $950 | $1,026 | $595 | $625 | $950 | $595 | $925 |
| 606E35001 BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 8 EACH | $2,075 | $2,400 | $1,950 | $2,106 | $2,385 | $2,500 | $1,950 | $2,385 | $2,075 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 38 EACH | $7.50 | $7.50 | $7.50 | $9.00 | $7.70 | $9.00 | $7.50 | $7.70 | $7.50 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 179 CY | $70.00 | $80.00 | $105 | $80.00 | $70.00 | $105 | $70.00 | $73.00 | $115 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $275 | $50.00 | $88.00 | $54.00 | $25.00 | $500 | $50.00 | $88.00 | $50.00 |
| 659E00300 TOPSOIL | 147 CY | $5.00 | $45.00 | $35.00 | $37.00 | $20.00 | $65.00 | $20.00 | $30.00 | $22.00 |
| 659E10000 SEEDING AND MULCHING | 1,364 SY | $5.00 | $2.20 | $2.82 | $2.75 | $2.00 | $4.00 | $2.20 | $2.83 | $2.20 |
| 659E14000 REPAIR SEEDING AND MULCHING | 68 SY | $1.50 | $2.20 | $0.68 | $2.75 | $2.00 | $4.00 | $2.20 | $0.69 | $2.20 |
| 659E15000 INTER-SEEDING | 68 SY | $1.50 | $1.00 | $0.68 | $2.75 | $0.10 | $4.00 | $1.00 | $0.69 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.2 TON | $1,250 | $600 | $624 | $800 | $500 | $800 | $600 | $625 | $600 |
| 659E31000 LIME | 0.3 ACRE | $10.00 | $30.00 | $146 | $100 | $10.00 | $500 | $30.00 | $147 | $30.00 |
| 659E35000 WATER | 7 MGAL | $10.00 | $1.00 | $1.00 | $20.00 | $1.00 | $10.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 15,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 486 FT | $8.00 | $12.00 | $15.50 | $8.75 | $10.00 | $18.00 | $11.00 | $14.00 | $14.00 |
| 407E10000 TACK COAT | 103 GAL | $4.00 | $2.00 | $2.00 | $2.25 | $4.00 | $1.10 | $1.00 | $6.40 | $1.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 67 CY | $235 | $234 | $257 | $278 | $235 | $255 | $250 | $211 | $250 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 37 CY | $232 | $260 | $257 | $278 | $232 | $235 | $230 | $414 | $230 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (90 CY | $184 | $197 | $227 | $245 | $184 | $235 | $230 | $200 | $230 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 44 FT | $15.00 | $16.00 | $12.50 | $17.50 | $26.00 | $17.00 | $12.50 | $15.00 | $12.50 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $60.00 | $45.00 | $55.00 | $49.00 | $24.00 | $47.00 | $55.00 | $75.00 | $55.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $13.00 | $25.00 | $20.00 | $27.00 | $10.00 | $27.00 | $20.00 | $15.00 | $75.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.32 MILE | $5,000 | $3,000 | $5,000 | $3,300 | $5,000 | $3,200 | $3,000 | $5,000 | $3,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.16 MILE | $5,000 | $6,000 | $5,000 | $6,500 | $5,000 | $6,400 | $6,000 | $5,000 | $6,000 |
| 202E22900 APPROACH SLAB REMOVED | 132 SY | $30.00 | $35.00 | $50.00 | $25.50 | $20.00 | $40.00 | $35.00 | $40.00 | $65.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $20,000 | $53,000 | $60,000 | $5,000 | $10,000 | $25,000 | $15,000 | $109,000 |
| 503E31100 ROCK EXCAVATION | 53 CY | $110 | $175 | $70.00 | $187 | $50.00 | $150 | $115 | $57.00 | $105 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 218 SY | $23.50 | $30.00 | $23.50 | $25.50 | $26.00 | $30.00 | $25.00 | $23.50 | $19.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 113 SF | $11.00 | $7.00 | $7.50 | $8.00 | $4.00 | $20.00 | $7.50 | $13.70 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 92 FT | $28.00 | $35.00 | $28.00 | $24.00 | $20.00 | $30.00 | $30.00 | $50.00 | $45.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 45 CY | $95.00 | $75.00 | $100 | $72.00 | $50.00 | $105 | $80.00 | $78.00 | $85.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 171 FT | $12.00 | $11.00 | $15.00 | $13.00 | $10.00 | $17.00 | $15.00 | $14.50 | $19.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 120 FT | $10.00 | $8.50 | $8.50 | $12.00 | $10.00 | $20.00 | $9.00 | $8.00 | $16.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $15.00 | $11.50 | $12.50 | $18.00 | $10.00 | $25.00 | $20.00 | $14.00 | $16.00 |
| 526E90010 TYPE A INSTALLATION | 68 FT | $155 | $100 | $170 | $125 | $150 | $130 | $150 | $188 | $140 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 28 CF | $400 | $435 | $393 | $425 | $393 | $500 | $393 | $393 | $393 |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $25,000 | $35,000 | $46,000 | $35,000 | $56,500 | $65,000 | $60,000 | $80,000 | $67,000 |
| 202E22900 APPROACH SLAB REMOVED | 111 SY | $30.00 | $35.00 | $45.00 | $30.00 | $20.00 | $40.00 | $35.00 | $40.00 | $65.00 |
| 202E23500 WEARING COURSE REMOVED | 111 SY | $9.00 | $12.00 | $6.00 | $15.50 | $5.00 | $25.00 | $9.00 | $10.00 | $15.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $14,000 | $12,000 | $41,000 | $55,000 | $5,000 | $10,000 | $8,000 | $10,000 | $68,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $22,500 | $30,000 | $46,000 | $35,000 | $25,000 | $15,000 | $24,000 | $45,000 | $20,000 |
| 503E31100 ROCK EXCAVATION | 135 CY | $110 | $175 | $65.00 | $155 | $50.00 | $120 | $115 | $57.00 | $105 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 58 CY | $400 | $350 | $270 | $350 | $450 | $475 | $375 | $400 | $390 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 179 SY | $23.50 | $30.00 | $23.50 | $25.50 | $26.00 | $35.00 | $25.00 | $23.50 | $19.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 4 SF | $10.00 | $7.00 | $5.50 | $41.00 | $2.00 | $40.00 | $15.00 | $8.00 | $7.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 49 SF | $12.00 | $7.00 | $7.50 | $9.00 | $2.00 | $20.00 | $8.00 | $14.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 92 FT | $28.00 | $35.00 | $28.00 | $26.50 | $20.00 | $25.00 | $30.00 | $50.00 | $45.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 46 CY | $95.00 | $75.00 | $100 | $86.50 | $50.00 | $105 | $80.00 | $77.00 | $80.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 217 FT | $12.00 | $11.00 | $15.00 | $14.00 | $10.00 | $17.00 | $15.00 | $14.50 | $20.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 113 FT | $10.00 | $8.50 | $8.50 | $12.00 | $10.00 | $20.00 | $9.00 | $8.00 | $16.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $12.00 | $11.50 | $12.50 | $18.00 | $10.00 | $30.00 | $20.00 | $20.00 | $16.00 |
| 526E90010 TYPE A INSTALLATION | 70 FT | $155 | $100 | $150 | $125 | $150 | $130 | $150 | $188 | $140 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 29 CF | $400 | $435 | $393 | $425 | $393 | $500 | $393 | $393 | $393 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $15,000 | $13,790 | $15,000 | $16,500 | $9,000 | $14,000 | $14,500 | $12,500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,000 | $8,000 | $12,500 | $8,100 | $9,800 | $10,000 | $8,000 | $5,000 | $7,900 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,500 | $2,300 | $1,750 | $1,350 | $500 | $1,200 | $1,600 | $2,500 | $1,700 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,500 | $10,000 | $5,000 | $10,000 | $10,000 | $15,000 | $13,500 | $5,000 | $7,400 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,000 | $3,500 | $3,200 | $4,000 | $1,900 | $4,000 | $3,500 | $7,500 | $3,800 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 171 CY | $850 | $145k | 9% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 129 CY | $1,000 | $129k | 8% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 224 CY | $550 | $123k | 8% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 67,460 LB | $1.2 | $81k | 5% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 163 CY | $450 | $73k | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 60,203 LB | $1.2 | $72k | 5% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $62,500 | $63k | 4% |
| 511E40512 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 96 CY | $550 | $53k | 3% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 321 CY | $154.75 | $50k | 3% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 178 SY | $250 | $45k | 3% |