Bro-SR 774-10.47
Brown County · est $0.9M
Bid dateThursday, February 11—
Brown 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 · 54 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Heavy Highway Construction Company | R3Sunesis Construction CO | R4George J Igel & CO INC | R5John R Jurgensen Company | R6D G M INC | R7Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 515E12090 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $21,800 | $23,400 | $25,604 | $26,140 | $22,973 | $24,000 | $28,600 | 24% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 115 CY | $735 | $600 | $626 | $620 | $1,018 | $450 | $650 | 12% |
| Item | Quantity | R1Shelly & Sands INC | R2Heavy Highway Construction Company | R3Sunesis Construction CO | R4George J Igel & CO INC | R5John R Jurgensen Company | R6D G M INC | R7Complete General Construction Company |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,000 | $2,000 | $794 | $1,000 | $661 | $11,000 | $9,000 |
| 202E23000 PAVEMENT REMOVED | 352 SY | $11.00 | $15.00 | $15.71 | $10.00 | $12.49 | $10.00 | $18.00 |
| 202E38000 |
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 →
| 72 CY |
| $1,050 |
| $850 |
| $787 |
| $930 |
| $845 |
| $1,450 |
| $1,000 |
| 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $50,000 | $70,000 | $88,903 | $123,600 | $115,140 | $200,000 | $210,000 | 7% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 178 SY | $250 | $240 | $230 | $252 | $302 | $245 | $250 | 6% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 50 FT | $730 | $180 | $623 | $415 | $329 | $464 | $290 | 5% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 184.83 FT | $185 | $193 | $194 | $193 | $196 | $200 | $245 | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 20,965 LB | $1.05 | $2.50 | $1.17 | $1.20 | $0.97 | $1.05 | $1.20 | 3% |
| 601E21001 CONCRETE SLOPE PROTECTION, AS PER PLAN | 129 SY | $170 | $77.50 | $143 | $200 | $279 | $120 | $200 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $30,001 | $30,731 | $20,000 | $40,000 | $40,000 | $40,000 | 3% |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 92 FT | $215 | $185 | $250 | $180 | $325 | $252 | $200 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 69 CY | $282 | $325 | $208 | $282 | $275 | $200 | $282 | 3% |
| 253E01000 PAVEMENT REPAIR | 352 SY | $52.00 | $20.00 | $45.35 | $58.00 | $65.00 | $40.00 | $50.00 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 58 CY | $300 | $207 | $208 | $300 | $207 | $220 | $300 | 2% |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $2,900 | $1,200 | $1,093 | $1,300 | $1,227 | $700 | $1,800 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 63 CY | $250 | $276 | $207 | $249 | $275 | $220 | $249 | 2% |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 2 EACH | $7,500 | $2,000 | $3,417 | $3,200 | $4,314 | $2,500 | $3,500 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $5,000 | $6,500 | $5,500 | $7,304 | $3,500 | $4,000 | 2% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $11,500 | $35,000 | $47,921 | $75,000 | $52,637 | $63,500 | $60,000 | 2% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 160 CY | $66.00 | $75.00 | $51.97 | $60.00 | $60.93 | $65.00 | $75.00 | 1% |
| 407 FT |
| $1.80 |
| $2.00 |
| $1.76 |
| $3.00 |
| $2.00 |
| $1.00 |
| $1.80 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $275 | $500 | $353 | $220 | $181 | $300 | $275 |
| 202E75000 FENCE REMOVED | 40 FT | $3.50 | $5.00 | $4.23 | $11.00 | $2.00 | $10.00 | $3.50 |
| 202E98400 REMOVAL MISC.: CONCRETE DRAIN | 378 SF | $6.00 | $30.00 | $1.43 | $5.00 | $2.76 | $5.00 | $14.00 |
| 203E10000 EXCAVATION | 141 CY | $19.00 | $18.00 | $28.68 | $20.00 | $35.85 | $30.00 | $24.00 |
| 203E20000 EMBANKMENT | 70 CY | $10.00 | $20.00 | $12.56 | $20.00 | $23.97 | $30.00 | $28.00 |
| 204E10000 SUBGRADE COMPACTION | 626 SY | $3.25 | $2.00 | $3.61 | $5.00 | $3.72 | $6.00 | $3.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 152 CY | $24.00 | $18.00 | $39.50 | $27.00 | $31.61 | $20.00 | $34.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $159 | $100 | $201 | $80.00 | $172 | $70.00 | $110 |
| 204E50000 GEOTEXTILE FABRIC, TYPE D | 322 SY | $1.00 | $3.00 | $1.94 | $2.00 | $4.33 | $1.50 | $3.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 237.5 FT | $17.20 | $16.00 | $16.02 | $15.90 | $15.90 | $17.00 | $17.20 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $56.00 | $100 | $101 | $100 | $100 | $100 | $56.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 1 EACH | $2,400 | $2,550 | $2,570 | $2,550 | $2,550 | $2,600 | $2,385 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $980 | $885 | $892 | $885 | $885 | $900 | $980 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,020 | $2,275 | $2,293 | $2,275 | $2,275 | $2,300 | $2,020 |
| 607E20001 FENCE, TYPE CL, AS PER PLAN | 110 FT | $42.00 | $38.00 | $38.29 | $38.00 | $38.00 | $40.00 | $41.50 |
| 607E50901 GATE, TYPE CL, AS PER PLAN | 2 EACH | $1,420 | $1,300 | $1,310 | $1,300 | $1,300 | $1,400 | $1,420 |
| 659E10000 SEEDING AND MULCHING | 551 SY | $5.00 | $3.00 | $6.22 | $6.00 | $9.50 | $5.00 | $5.25 |
| 659E14000 REPAIR SEEDING AND MULCHING | 28 SY | $1.00 | $1.00 | $1.01 | $1.00 | $26.75 | $0.05 | $5.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $500 | $500 | $504 | $500 | $500 | $650 | $610 |
| 659E31000 LIME | 0.11 ACRE | $200 | $89.00 | $202 | $200 | $100 | $80.00 | $80.00 |
| 659E35000 WATER | 3 MGAL | $1.00 | $1.00 | $1.01 | $1.00 | $30.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 80 FT | $15.00 | $20.00 | $10.07 | $25.00 | $23.13 | $20.00 | $18.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2" DEPTH) | 330 SY | $20.00 | $19.50 | $8.06 | $20.00 | $19.35 | $9.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 127 CY | $80.00 | $65.00 | $71.79 | $65.00 | $63.79 | $75.00 | $80.00 |
| 407E20000 NON-TRACKING TACK COAT | 68 GAL | $3.25 | $5.00 | $10.08 | $3.25 | $5.00 | $10.00 | $3.25 |
| 621E00100 RPM | 3 EACH | $612 | $1,095 | $403 | $400 | $400 | $612 | $612 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $19.00 | $20.00 | $1.01 | $25.00 | $62.91 | $1.00 | $30.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 9 EACH | $7.50 | $10.00 | $8.06 | $8.00 | $8.00 | $10.00 | $7.45 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.14 MILE | $6,600 | $7,850 | $5,744 | $5,700 | $5,700 | $7,000 | $6,518 |
| 642E00300 CENTER LINE, TYPE 1 | 0.07 MILE | $11,200 | $15,250 | $5,744 | $5,700 | $5,700 | $12,000 | $11,143 |
| 407E20000 NON-TRACKING TACK COAT | 140 GAL | $3.25 | $5.00 | $10.08 | $3.25 | $5.00 | $10.00 | $3.25 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $72.00 | $75.00 | $65.50 | $73.50 | $83.84 | $40.00 | $85.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,600 | $5,595 | $6,016 | $6,000 | $5,970 | $6,500 | $5,595 |
| 659E35000 WATER | 1 MGAL | $32.00 | $1.00 | $34.51 | $50.00 | $143 | $1.00 | $240 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $39.00 | $50.00 | $47.25 | $30.00 | $92.16 | $75.00 | $48.00 |
| 202E23500 WEARING COURSE REMOVED | 256 SY | $4.50 | $17.00 | $8.57 | $15.00 | $3.03 | $8.00 | $20.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $15,000 | $334 | $100 | $224 | $12,000 | $30,000 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 34 EACH | $33.00 | $5.00 | $12.91 | $30.00 | $20.17 | $40.00 | $20.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 140 SY | $25.50 | $20.00 | $25.70 | $25.50 | $25.50 | $35.00 | $25.50 |
| 512E33000 TYPE 2 WATERPROOFING | 128 SY | $23.50 | $17.00 | $23.68 | $25.00 | $23.50 | $20.00 | $23.50 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 66 SF | $7.63 | $10.00 | $4.56 | $10.00 | $12.21 | $20.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 94 FT | $27.74 | $3.00 | $37.81 | $42.00 | $42.00 | $37.50 | $42.00 |
| 516E43200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 32 EACH | $102 | $100 | $151 | $115 | $156 | $125 | $116 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 62 CY | $100 | $100 | $70.37 | $100 | $110 | $80.00 | $68.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 210 FT | $13.50 | $12.00 | $22.28 | $20.00 | $13.50 | $15.00 | $13.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 106 FT | $7.00 | $8.00 | $2.73 | $9.00 | $4.72 | $15.00 | $9.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 18 FT | $12.00 | $8.00 | $9.52 | $10.00 | $8.20 | $15.00 | $35.00 |
| 526E90010 TYPE A INSTALLATION | 64 FT | $165 | $150 | $123 | $165 | $300 | $175 | $185 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $9,449 | $0.01 | $5,000 | $6,888 | $19,000 | $10,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $3,800 | $5,000 | $5,229 | $8,000 | $26,452 | $30,000 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12090 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $21,800 | $174k | 20% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 115 CY | $735 | $85k | 10% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 72 CY | $1,050 | $76k | 9% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $50,000 | $50k | 6% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 178 SY | $250 | $45k | 5% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 50 FT | $730 | $37k | 4% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 184.83 FT | $185 | $34k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 20,965 LB | $1.05 | $22k | 3% |
| 601E21001 CONCRETE SLOPE PROTECTION, AS PER PLAN | 129 SY | $170 | $22k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 2% |