Bro-SR 763-01.51
Brown County · est $1.1M
Bid dateThursday, March 10—
Brown County · est $1.1M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 78 more items below.
| Item | Quantity | R1D G M INC | R2Allard Excavation LLC | R3Alan Stone CO INC | R4Sunesis Construction CO | % of bid |
|---|---|---|---|---|---|---|
| 611E70000 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE THREE | 38 FT | $3,100 | $2,800 | $2,900 | $3,301 | 17% |
| 511E71200 CONCRETE, MISC.: PRECAST REINFORCED CONCRETE LAGGI | 2,601 SF | $30.00 | $27.00 | $40.50 | $41.94 | 11% |
| 507E00400 STEEL PILES, MISC.: W18X76 STEEL BEAM, FURNISHED | 706 FT | $78.00 | $77.00 | $85.50 | $122 | 8% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 290 CY | $182 | $170 | $212 | $197 | 7% |
| Item | Quantity | R1D G M INC | R2Allard Excavation LLC | R3Alan Stone CO INC | R4Sunesis Construction CO |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 1,737 SY | $5.00 | $5.50 | $8.64 | $9.64 |
| 202E32000 CURB REMOVED | 43 FT | $5.00 | $9.00 | $1.00 | $9.05 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 46 FT | $15.00 | $5.60 | $16.00 | $55.06 |
| 202E38000 GUARDRAIL REMOVED | 478 FT | $2.00 | $3.50 | $2.00 | $4.63 |
| 202E75000 FENCE REMOVED | 243 FT |
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 →
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 384 FT | $118 | $92.25 | $95.50 | $246 | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 81 CY | $525 | $465 | $439 | $445 | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 218 CY | $190 | $195 | $242 | $226 | 6% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 37 CY | $850 | $826 | $780 | $1,280 | 4% |
| 203E10000 EXCAVATION | 1,204 CY | $25.00 | $19.75 | $24.92 | $39.09 | 4% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: LEVELING PAD | 87 CY | $325 | $298 | $540 | $909 | 4% |
| 304E20000 AGGREGATE BASE | 374 CY | $70.00 | $64.00 | $72.50 | $79.55 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $24,000 | $3,200 | $13,000 | $9,740 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 11,853 LB | $1.75 | $3.10 | $2.50 | $3.26 | 3% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 | $8,500 | $10,000 | $8,169 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $100,000 | $26,000 | $50,326 | 3% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 232 CY | $75.00 | $68.25 | $91.50 | $113 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,000 | $36,500 | $10,000 | $8,471 | 2% |
| 507E00400 STEEL PILES, MISC.: W16X31 STEEL BEAM, FURNISHED | 141 FT | $110 | $177 | $183 | $37.71 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 | $9,100 | $25,000 | $9,252 | 2% |
| 253E02000 PAVEMENT REPAIR | 100 CY | $142 | $242 | $301 | $255 | 2% |
| $2.00 |
| $1.25 |
| $1.50 |
| $4.07 |
| 202E98000 REMOVAL MISC.: EXISTING RETENTION WALL | 1 LS | $500 | $1,800 | $1,700 | $944 |
| 203E20000 EMBANKMENT | 462 CY | $20.00 | $8.25 | $10.00 | $24.30 |
| 204E10000 SUBGRADE COMPACTION | 2,789 SY | $3.00 | $2.75 | $2.00 | $2.93 |
| 204E45000 PROOF ROLLING | 2 HOUR | $70.00 | $95.00 | $220 | $393 |
| 606E15050 GUARDRAIL, TYPE MGS | 175 FT | $41.00 | $39.10 | $30.00 | $45.27 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 125 FT | $44.00 | $42.34 | $36.50 | $49.02 |
| 606E15350 GUARDRAIL, TYPE MGS WITH SOCKETED POSTS | 25 FT | $145 | $139 | $246 | $161 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 25 FT | $50.00 | $44.82 | $39.50 | $51.90 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,800 | $1,700 | $1,900 | $1,968 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP-350 OR MASH 201 | 1 EACH | $2,600 | $2,500 | $3,200 | $2,895 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,400 | $1,300 | $1,500 | $1,505 |
| 623E40500 REFERENCE MONUMENT | 11 EACH | $300 | $375 | $431 | $656 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $3,500 | $12,000 | $10,000 | $19,374 |
| 601E34200 ROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER | 74 CY | $75.00 | $59.50 | $68.50 | $179 |
| 659E00300 TOPSOIL | 24 CY | $20.00 | $22.80 | $91.00 | $34.63 |
| 659E10000 SEEDING AND MULCHING | 2,005 SY | $2.50 | $1.75 | $3.50 | $4.53 |
| 659E20000 COMMERCIAL FERTILIZER | 0.27 TON | $800 | $500 | $809 | $1,621 |
| 659E31000 LIME | 0.41 ACRE | $80.00 | $500 | $62.00 | $579 |
| 659E35000 WATER | 11 MGAL | $1.00 | $1.15 | $0.01 | $11.58 |
| 670E00700 DITCH EROSION PROTECTION | 117 SY | $4.00 | $6.55 | $4.50 | $2.89 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,500 | $2,000 | $1,900 | $1,939 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $6,000 | $4,800 | $6,800 | $2,814 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $6,000 | $6,800 | $7,700 | $6,801 |
| 832E30000 EROSION CONTROL | 13,043 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.92 CY | $1,700 | $2,800 | $1,900 | $3,687 |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 6.94 CY | $750 | $1,500 | $759 | $1,549 |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 294 FT | $15.00 | $13.60 | $24.50 | $16.64 |
| 605E31100 AGGREGATE DRAINS | 201 FT | $20.00 | $14.50 | $12.00 | $21.42 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 16 FT | $20.00 | $8.50 | $4.00 | $85.52 |
| 611E01400 6" CONDUIT, TYPE E | 30 FT | $8.00 | $16.30 | $7.00 | $34.16 |
| 611E01500 6" CONDUIT, TYPE F | 30 FT | $6.00 | $12.25 | $7.50 | $34.16 |
| 611E04400 12" CONDUIT, TYPE B, AS PER PLAN | 38 FT | $110 | $99.75 | $153 | $272 |
| 611E08900 21" CONDUIT, TYPE B, AS PER PLAN | 42 FT | $140 | $126 | $128 | $204 |
| 611E10200 24" CONDUIT, TYPE A, AS PER PLAN | 60 FT | $150 | $97.00 | $130 | $204 |
| 611E98180 CATCH BASIN, NO. 3A | 2 EACH | $2,250 | $2,190 | $1,800 | $3,062 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" THICKNESS | 50 SY | $30.00 | $37.00 | $40.00 | $41.88 |
| 407E10000 TACK COAT | 308 GAL | $8.13 | $8.13 | $10.00 | $9.41 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 109 CY | $90.00 | $54.75 | $71.00 | $123 |
| 609E26000 CURB, TYPE 6 | 329 FT | $22.50 | $33.50 | $37.50 | $66.70 |
| 621E00100 RPM | 24 EACH | $100 | $100 | $124 | $116 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 18 EACH | $1.00 | $5.00 | $11.00 | $0.48 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 (BIDIRECTIONAL) | 11 EACH | $10.00 | $10.00 | $11.00 | $11.58 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 74.5 FT | $15.00 | $12.00 | $18.50 | $17.37 |
| 630E08600 SIGN POST REFLECTOR | 3 EACH | $50.00 | $25.00 | $56.00 | $52.10 |
| 630E80100 SIGN, FLAT SHEET | 22.6 SF | $20.00 | $30.00 | $22.50 | $20.84 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 8 EACH | $50.00 | $60.00 | $56.00 | $52.11 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 | $11.50 | $18.50 | $17.37 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.31 MILE | $4,500 | $4,125 | $5,100 | $4,776 |
| 642E00300 CENTER LINE, TYPE 1 | 0.14 MILE | $6,000 | $5,500 | $6,800 | $6,368 |
| 642E00500 STOP LINE, TYPE 1 | 10 FT | $3.15 | $3.13 | $4.00 | $3.62 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 48 HOUR | $50.00 | $85.00 | $84.50 | $75.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,750 | $4,440 | $5,500 | $5,141 |
| 616E10000 WATER | 5 MGAL | $1.00 | $1.00 | $1.00 | $63.44 |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $500 | $4,700 | $8,600 | $23,361 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $2,000 | $8,000 | $18,000 | $43,009 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $12,500 | $15,900 | $12,000 | $1,097 |
| 503E31100 ROCK EXCAVATION | 72 CY | $70.00 | $31.50 | $65.00 | $183 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 142 CY | $80.00 | $75.00 | $105 | $153 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 208 FT | $15.00 | $6.25 | $12.00 | $8.60 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 12 FT | $25.00 | $6.60 | $24.00 | $12.83 |
| 524E94602 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK | 54 FT | $60.00 | $85.25 | $75.00 | $142 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 28 CY | $120 | $118 | $93.50 | $171 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $4,000 | $6,200 | $36,000 | $11,576 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $12,000 | $6,400 | $4,900 | $30,177 |
| 503E31100 ROCK EXCAVATION | 177 CY | $40.00 | $41.65 | $50.50 | $311 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 3 CY | $1,200 | $1,067 | $2,100 | $1,947 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 114 SY | $30.00 | $22.00 | $51.00 | $25.47 |
| 512E33000 TYPE 2 WATERPROOFING | 90 SY | $20.00 | $24.00 | $20.50 | $27.79 |
| 512E33010 TYPE 3 WATERPROOFING | 63 SY | $35.00 | $38.50 | $74.00 | $44.58 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 65 SF | $15.00 | $1.75 | $1.50 | $24.59 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 31 CY | $100 | $64.00 | $131 | $118 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $1,500 | $1,200 | $1,000 | $2,109 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $14,000 | $9,000 | $9,300 | $16,673 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E70000 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE THREE | 38 FT | $3,100 | $118k | 12% |
| 511E71200 CONCRETE, MISC.: PRECAST REINFORCED CONCRETE LAGGI | 2,601 SF | $30 | $78k | 8% |
| 507E00400 STEEL PILES, MISC.: W18X76 STEEL BEAM, FURNISHED | 706 FT | $78 | $55k | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 290 CY | $182 | $53k | 5% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 384 FT | $118 | $45k | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 81 CY | $525 | $43k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 218 CY | $190 | $41k | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 37 CY | $850 | $31k | 3% |
| 203E10000 EXCAVATION | 1,204 CY | $25 | $30k | 3% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: LEVELING PAD | 87 CY | $325 | $28k | 3% |