All-SR 103-01.52
Allen County · est $0.9M
Bid dateThursday, September 27—
Allen 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 · 52 more items below.
| Item | Quantity | R1Eagle Bridge CO | R2Complete General Construction Company | R3Miller Bros Const INC | R4Vernon Nagel INC | R5Armstrong Steel Erectors INC | R6Dot Construction CORP | R7R G Zachrich Construction INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 223 CY | $700 | $700 | $775 | $1,300 | $695 | $700 | $965 | 23% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 68,252 LB | $1.00 | $1.05 | $1.00 | $1.15 | $0.97 | $1.20 | $1.00 | 10% |
| 524E94704 |
| Item | Quantity | R1Eagle Bridge CO | R2Complete General Construction Company | R3Miller Bros Const INC | R4Vernon Nagel INC | R5Armstrong Steel Erectors INC | R6Dot Construction CORP | R7R G Zachrich Construction INC |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,500 | $5,000 | $5,000 | $1,500 | $5,000 | $2,000 | $6,000 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 158 SY | $12.00 | $20.00 | $12.50 | $12.00 | $10.00 | $20.00 | $25.00 |
| 202E30000 WALK REMOVED |
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 →
| 60 FT |
| $825 |
| $270 |
| $725 |
| $600 |
| $700 |
| $700 |
| $751 |
| 7% |
| 517E74501 RAILING, CONCRETE, AS PER PLAN | 218 FT | $225 | $260 | $220 | $200 | $250 | $300 | $341 | 7% |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 101 FT | $425 | $465 | $330 | $400 | $460 | $500 | $553 | 6% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 84 CY | $500 | $625 | $600 | $700 | $475 | $600 | $479 | 6% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 165 SY | $220 | $230 | $265 | $225 | $250 | $250 | $316 | 5% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $36,000 | $80,000 | $60,000 | $75,000 | $80,000 | $100,000 | $150,000 | 5% |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 26 CY | $1,250 | $1,500 | $1,600 | $800 | $1,750 | $1,000 | $1,300 | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $20,000 | $25,000 | $15,000 | $75,000 | $20,000 | $50,000 | 4% |
| 524E94604 DRILLED SHAFTS, 30" DIAMETER, INTO BEDROCK | 32 FT | $750 | $255 | $750 | $430 | $525 | $500 | $597 | 3% |
| 638E08300 4" INSERTING VALVE AND VALVE BOX | 2 EACH | $10,000 | $5,300 | $6,500 | $6,500 | $15,000 | $10,000 | $8,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $20,000 | $20,000 | $20,000 | $40,000 | $50,000 | 3% |
| 511E51510 CLASS QC2 CONCRETE, SIDEWALK | 52 CY | $375 | $475 | $450 | $500 | $600 | $500 | $311 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $17,500 | $18,000 | $25,000 | $9,500 | $12,500 | $10,000 | $30,000 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 33 CY | $326 | $325 | $325 | $325 | $325 | $325 | $325 | 2% |
| 526E90010 TYPE A INSTALLATION | 71 FT | $150 | $140 | $160 | $100 | $175 | $150 | $100 | 2% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 422 SY | $25.06 | $25.00 | $25.00 | $16.00 | $25.00 | $25.00 | $23.00 | 2% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 210 CY | $50.00 | $80.00 | $85.00 | $90.00 | $100 | $80.00 | $107 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 22 CF | $410 | $409 | $410 | $425 | $435 | $600 | $470 | 1% |
| 602 SF |
| $1.75 |
| $3.00 |
| $2.00 |
| $3.00 |
| $2.50 |
| $4.00 |
| $2.06 |
| 202E32500 CURB AND GUTTER REMOVED | 116 FT | $7.00 | $13.00 | $8.00 | $6.00 | $7.50 | $12.00 | $6.97 |
| 203E10000 EXCAVATION | 165 CY | $35.00 | $24.00 | $25.00 | $18.00 | $12.00 | $25.00 | $20.00 |
| 203E20000 EMBANKMENT | 40 CY | $40.00 | $30.00 | $25.00 | $20.00 | $35.00 | $40.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 169 SY | $12.00 | $3.00 | $2.00 | $1.00 | $7.00 | $2.00 | $1.60 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 54 FT | $30.07 | $32.50 | $30.00 | $30.00 | $30.00 | $32.50 | $32.50 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,002 | $1,185 | $1,000 | $1,000 | $1,000 | $1,185 | $1,040 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 2 EACH | $2,506 | $2,925 | $2,500 | $2,500 | $2,500 | $2,925 | $3,120 |
| 608E10000 4" CONCRETE WALK | 681 SF | $8.00 | $6.00 | $10.50 | $6.00 | $9.00 | $12.00 | $9.00 |
| 608E52000 CURB RAMP | 187 SF | $16.00 | $24.00 | $9.50 | $10.00 | $17.50 | $12.00 | $16.00 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 62 FT | $31.00 | $45.00 | $34.00 | $32.00 | $48.00 | $40.00 | $39.00 |
| 609E26000 CURB, TYPE 6 | 137 FT | $22.00 | $38.00 | $28.50 | $28.00 | $37.00 | $20.00 | $33.00 |
| 659E10000 SEEDING AND MULCHING | 290 SY | $10.00 | $7.50 | $8.60 | $10.00 | $7.50 | $7.50 | $8.60 |
| 659E14000 REPAIR SEEDING AND MULCHING | 15 SY | $2.00 | $0.40 | $8.60 | $10.00 | $1.00 | $0.40 | $8.60 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $1,250 | $620 | $600 | $600 | $620 | $620 | $600 |
| 659E31000 LIME | 0.06 ACRE | $10.00 | $100 | $30.00 | $30.00 | $100 | $100 | $30.00 |
| 659E35000 WATER | 1.6 MGAL | $10.00 | $1.25 | $1.00 | $1.00 | $200 | $1.25 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 62 FT | $20.00 | $22.00 | $18.00 | $14.00 | $12.50 | $20.00 | $21.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $650 | $650 | $875 | $600 | $1,000 | $2,000 | $684 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 252 SY | $8.02 | $8.00 | $8.00 | $8.00 | $8.00 | $8.00 | $10.00 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 28 CY | $266 | $265 | $265 | $265 | $265 | $265 | $318 |
| 304E20000 AGGREGATE BASE | 28 CY | $125 | $85.00 | $100 | $55.00 | $75.00 | $70.00 | $45.85 |
| 407E10000 TACK COAT | 47 GAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $6.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $900 | $500 | $800 | $700 | $800 | $1,000 | $950 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 1 EACH | $1,500 | $1,500 | $1,250 | $1,100 | $2,000 | $2,000 | $2,500 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $25.00 | $20.00 | $25.00 | $100 | $20.00 | $25.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $25.00 | $35.00 | $25.00 | $100 | $35.00 | $25.00 | $25.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.06 MILE | $18,041 | $20,000 | $18,000 | $18,000 | $21,045 | $18,000 | $18,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.05 MILE | $18,041 | $20,000 | $18,000 | $18,000 | $25,255 | $18,000 | $18,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,500 | $6,000 | $5,000 | $5,000 | $10,000 | $5,000 | $10,000 |
| 616E10000 WATER | 1 MGAL | $5.00 | $125 | $150 | $10.00 | $300 | $1.00 | $100 |
| 202E22900 APPROACH SLAB REMOVED | 67 SY | $55.00 | $45.00 | $33.00 | $30.00 | $45.00 | $25.00 | $72.00 |
| 202E23500 WEARING COURSE REMOVED | 437 SY | $5.00 | $8.00 | $8.00 | $2.00 | $8.00 | $8.00 | $8.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 189 SY | $10.02 | $10.00 | $12.00 | $8.00 | $10.00 | $10.00 | $18.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 18 SF | $5.00 | $9.00 | $5.00 | $8.00 | $4.00 | $10.00 | $6.25 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 74 SF | $6.00 | $11.00 | $6.00 | $5.00 | $5.00 | $20.00 | $4.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 75 SF | $10.00 | $12.00 | $7.75 | $6.00 | $7.50 | $20.00 | $9.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 111 FT | $25.00 | $55.00 | $29.00 | $25.00 | $28.00 | $30.00 | $32.00 |
| 516E31010 2" DEEP JOINT SEALER | 12 FT | $15.00 | $55.00 | $20.00 | $15.00 | $35.00 | $50.00 | $16.00 |
| 516E42600 ELASTOMERIC BEARING PAD, MISC.:8" WIDE x 2" THICK | 88 FT | $100 | $110 | $120 | $100 | $95.00 | $200 | $120 |
| 518E12500 SCUPPER, MISC.:SCUPPER WITH DOWNSPOUT | 6 EACH | $1,500 | $1,700 | $2,750 | $1,800 | $2,250 | $2,000 | $2,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 58 CY | $80.00 | $90.00 | $85.00 | $60.00 | $100 | $70.00 | $79.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 118 FT | $9.00 | $8.00 | $8.50 | $6.00 | $8.50 | $12.00 | $7.50 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $10.00 | $12.00 | $16.00 | $10.00 | $12.50 | $12.00 | $10.00 |
| 611E97200 CONDUIT, MISC.:12" DIAMETER SPLIT CASING PIPE | 2 EACH | $1,500 | $1,200 | $600 | $175 | $2,000 | $3,000 | $1,980 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $7,000 | $8,000 | $12,000 | $10,000 | $10,000 | $18,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,500 | $8,000 | $5,000 | $4,500 | $2,500 | $20,000 | $8,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,250 | $2,200 | $2,350 | $1,300 | $2,000 | $1,500 | $1,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,500 | $3,000 | $7,000 | $4,350 | $5,000 | $5,000 | $8,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 223 CY | $700 | $156k | 19% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 68,252 LB | $1 | $68k | 8% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 60 FT | $825 | $50k | 6% |
| 517E74501 RAILING, CONCRETE, AS PER PLAN | 218 FT | $225 | $49k | 6% |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 101 FT | $425 | $43k | 5% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 84 CY | $500 | $42k | 5% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 165 SY | $220 | $36k | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $36,000 | $36k | 4% |
| 511E41010 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 26 CY | $1,250 | $33k | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $25k | 3% |