MED-SR 18-01.72/01.93/02.42
MED County · est $4.2M
Bid dateThursday, August 10—
MED County · est $4.2M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 104 more items below.
| Item | Quantity | R1J D Williamson Construction CO INC | R2Shelly & Sands INC | R3Black Horse Bridge Construction INC | R4Ruhlin Company | R5Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $271,000 | $160,000 | $180,000 | $150,000 | $250,000 | 10% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 333 CY | $700 | $800 | $710 | $900 | $1,100 | 9% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 285 CY | $700 | $900 | $745 | $900 | $1,100 | 8% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 90 CY | $1,600 | $2,000 | $1,500 | $1,600 | $1,750 | 5% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,167 SY | $120 | $95.00 | $150 | $120 | $125 | 5% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE |
| Item | Quantity | R1J D Williamson Construction CO INC | R2Shelly & Sands INC | R3Black Horse Bridge Construction INC | R4Ruhlin Company | R5Great Lakes Construction CO |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $58,000 | $35,000 | $40,800 | $50,000 | $66,500 |
| 202E23000 PAVEMENT REMOVED | 1,483 SY | $16.00 | $18.00 | $36.00 | $25.00 | $25.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 117 FT | $12.00 | $24.00 | $24.00 | $15.00 | $55.00 |
| 202E38000 GUARDRAIL REMOVED | 2,272 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 →
| 84 CY |
| $1,600 |
| $1,800 |
| $1,600 |
| $1,600 |
| $1,750 |
| 5% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 189 CY | $700 | $1,200 | $790 | $900 | $1,100 | 5% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 81 CY | $1,625 | $2,100 | $1,600 | $1,600 | $1,750 | 5% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $126,000 | $98,000 | $125,000 | $185,000 | $120,000 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 445 CY | $275 | $270 | $250 | $260 | $250 | 5% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $105,000 | $50,000 | $60,000 | $60,000 | $105,000 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $105,000 | $50,000 | $62,000 | $60,000 | $105,000 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $105,000 | $50,000 | $68,500 | $75,000 | $105,000 | 4% |
| 526E30000 REINFORCED CONCRETE APPROACH SLABS (T=17") | 293 SY | $350 | $375 | $350 | $400 | $435 | 4% |
| 526E30000 REINFORCED CONCRETE APPROACH SLABS (T=17") | 293 SY | $350 | $375 | $350 | $400 | $435 | 4% |
| 526E30000 REINFORCED CONCRETE APPROACH SLABS (T=17") | 293 SY | $350 | $375 | $350 | $400 | $435 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100,000 | $15,000 | $138,500 | $125,000 | $150,000 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100,000 | $15,000 | $138,500 | $114,000 | $118,000 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100,000 | $15,000 | $138,500 | $111,000 | $115,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $100,000 | $100,000 | $200,000 | 4% |
| $5.00 |
| $2.80 |
| $3.00 |
| $4.00 |
| $4.00 |
| 202E75000 FENCE REMOVED | 70 FT | $5.00 | $12.00 | $12.00 | $10.00 | $10.00 |
| 203E10000 EXCAVATION | 718 CY | $23.00 | $38.00 | $43.00 | $35.00 | $44.00 |
| 203E20000 EMBANKMENT | 82 CY | $31.00 | $18.00 | $24.00 | $21.00 | $35.00 |
| 204E10000 SUBGRADE COMPACTION | 1,911 SY | $6.00 | $6.00 | $4.00 | $7.00 | $2.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,356 FT | $21.00 | $20.00 | $20.40 | $20.25 | $20.25 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 | 9 EACH | $2,500 | $2,600 | $2,550 | $2,450 | $2,450 |
| 606E26551 ANCHOR ASSEMBLY, MGS TYPE T, AS PER PLAN | 1 EACH | $1,450 | $1,300 | $1,430 | $1,400 | $1,400 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 10 EACH | $2,200 | $3,000 | $2,475 | $2,150 | $2,150 |
| 606E34601 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2, AS PER P | 2 EACH | $2,200 | $3,500 | $2,625 | $2,150 | $2,150 |
| 623E38500 MONUMENT ASSEMBLY | 3 EACH | $750 | $2,000 | $1,300 | $1,453 | $850 |
| 623E40520 RIGHT-OF-WAY MONUMENT | 1 EACH | $350 | $1,500 | $1,300 | $530 | $475 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $150 | $200 | $265 | $225 | $250 |
| 659E00300 TOPSOIL | 230 CY | $45.00 | $65.00 | $45.00 | $45.00 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 2,069 SY | $0.81 | $2.40 | $0.80 | $0.80 | $0.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 103 SY | $3.00 | $0.80 | $3.00 | $3.00 | $3.00 |
| 659E15000 INTER-SEEDING | 103 SY | $0.02 | $0.80 | $1.00 | $1.00 | $0.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.28 TON | $1,500 | $715 | $1,500 | $1,500 | $1,500 |
| 659E31000 LIME | 0.43 ACRE | $5.00 | $158 | $100 | $2.00 | $1.00 |
| 659E35000 WATER | 12 MGAL | $0.50 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $6,000 | $2,900 | $2,750 | $2,750 | $3,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $10,000 | $8,600 | $20,000 | $12,000 | $4,750 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $5,000 | $4,100 | $6,000 | $3,800 | $4,100 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 229 CY | $185 | $150 | $125 | $150 | $130 |
| 602E20000 CONCRETE MASONRY | 0.6 CY | $3,200 | $4,500 | $5,000 | $5,500 | $3,000 |
| 605E31100 AGGREGATE DRAINS | 119 FT | $13.00 | $32.00 | $22.00 | $67.00 | $36.00 |
| 611E06100 15" CONDUIT, TYPE C | 100 FT | $75.00 | $90.00 | $50.00 | $125 | $125 |
| 611E07600 18" CONDUIT, TYPE C | 13 FT | $120 | $150 | $100 | $310 | $175 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 210 FT | $4.00 | $6.00 | $9.00 | $2.75 | $6.00 |
| 304E20000 AGGREGATE BASE | 346 CY | $95.00 | $150 | $100 | $135 | $150 |
| 407E10000 TACK COAT | 203 GAL | $8.00 | $3.60 | $20.00 | $2.00 | $20.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 147 CY | $650 | $720 | $625 | $375 | $625 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 39 EACH | $10.00 | $10.00 | $12.40 | $10.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $90.00 | $50.00 | $116 | $90.00 | $90.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 3 EACH | $155 | $200 | $154 | $150 | $150 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.76 MILE | $3,000 | $2,950 | $2,950 | $5,325 | $5,325 |
| 642E00300 CENTER LINE, TYPE 1 | 0.38 MILE | $4,000 | $3,930 | $3,930 | $7,100 | $7,100 |
| 410E10000 TRAFFIC COMPACTED SURFACE, TYPE A | 111 CY | $75.00 | $170 | $125 | $150 | $145 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $73.00 | $85.00 | $75.00 | $129 | $80.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $2,000 | $2,080 | $2,300 | $2,300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 61 EACH | $14.00 | $8.00 | $20.00 | $14.00 | $14.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 56 EACH | $14.00 | $15.00 | $20.00 | $14.00 | $14.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 36 EACH | $22.00 | $18.00 | $25.00 | $21.00 | $21.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.57 MILE | $3,500 | $11,690 | $11,690 | $3,390 | $3,390 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.96 MILE | $2,100 | $5,845 | $5,845 | $2,050 | $2,050 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 82 FT | $9.50 | $2.80 | $2.80 | $9.50 | $9.50 |
| 616E10000 WATER | 3 MGAL | $5.00 | $100 | $1.00 | $153 | $125 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,989 FT | $17.00 | $28.00 | $37.00 | $25.00 | $27.50 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 158 FT | $21.00 | $50.00 | $24.00 | $20.00 | $45.00 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $75.00 | $35.00 | $50.00 | $55.00 | $75.00 |
| 202E23500 WEARING COURSE REMOVED | 80 SY | $12.00 | $25.00 | $10.00 | $20.00 | $25.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 33,835 LB | $1.55 | $1.83 | $1.80 | $2.00 | $2.25 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 202 SY | $24.00 | $50.00 | $38.00 | $45.00 | $25.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 44 SF | $6.00 | $11.00 | $12.00 | $7.00 | $20.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 102 FT | $35.00 | $37.00 | $35.00 | $13.00 | $55.00 |
| 516E43200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 12 EACH | $325 | $360 | $320 | $457 | $425 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 78 FT | $550 | $488 | $535 | $520 | $499 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 200 CY | $65.00 | $110 | $126 | $140 | $130 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 50 FT | $30.00 | $36.00 | $25.00 | $40.00 | $60.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 202 FT | $19.00 | $6.00 | $16.00 | $20.00 | $15.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $21.00 | $6.00 | $18.00 | $23.00 | $38.00 |
| 524E94804 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK | 140 FT | $525 | $590 | $715 | $628 | $750 |
| 526E90010 TYPE A INSTALLATION | 88 FT | $130 | $238 | $200 | $190 | $235 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 60 CY | $150 | $260 | $250 | $250 | $205 |
| 503E21303 UNCLASSIFIED EXCAVATION, INCLUDING SHALE, AS PER P | 1 LS | $75,000 | $75,000 | $121,500 | $230,000 | $225,000 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $75.00 | $34.00 | $50.00 | $55.00 | $75.00 |
| 202E23500 WEARING COURSE REMOVED | 259 SY | $12.00 | $12.00 | $10.00 | $20.00 | $25.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 29,209 LB | $1.55 | $1.88 | $2.00 | $2.00 | $2.25 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 187 SY | $24.00 | $50.00 | $38.00 | $45.00 | $25.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 41 SF | $6.00 | $12.00 | $12.00 | $7.00 | $20.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 102 FT | $35.00 | $37.00 | $35.00 | $13.00 | $55.00 |
| 516E43200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 10 EACH | $325 | $365 | $320 | $473 | $425 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 70 FT | $550 | $488 | $535 | $522 | $499 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 198 CY | $65.00 | $110 | $126 | $140 | $130 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 41 FT | $30.00 | $40.00 | $35.00 | $48.00 | $60.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 201 FT | $19.00 | $6.00 | $16.00 | $20.00 | $15.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $21.00 | $6.00 | $18.00 | $23.00 | $38.00 |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 126 FT | $550 | $625 | $755 | $671 | $725 |
| 526E90010 TYPE A INSTALLATION | 88 FT | $130 | $238 | $200 | $190 | $235 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 30 CY | $325 | $415 | $250 | $250 | $205 |
| 503E21303 UNCLASSIFIED EXCAVATION, INCLUDING SHALE, AS PER P | 1 LS | $25,000 | $70,000 | $90,000 | $170,000 | $180,000 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $75.00 | $33.00 | $50.00 | $55.00 | $75.00 |
| 202E23500 WEARING COURSE REMOVED | 259 SY | $12.00 | $12.00 | $10.00 | $20.00 | $25.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 26,841 LB | $1.55 | $1.92 | $1.80 | $1.99 | $2.25 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 138 SY | $24.00 | $50.00 | $38.00 | $45.00 | $25.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 41 SF | $6.00 | $12.00 | $12.00 | $7.00 | $20.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 102 FT | $35.00 | $37.00 | $35.00 | $13.00 | $55.00 |
| 516E43200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 10 EACH | $325 | $360 | $320 | $473 | $425 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 72 FT | $550 | $488 | $535 | $522 | $499 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 142 CY | $65.00 | $121 | $126 | $140 | $130 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 44 FT | $35.00 | $38.00 | $35.00 | $48.00 | $60.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 172 FT | $19.00 | $6.00 | $16.00 | $20.00 | $15.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $21.00 | $6.00 | $18.00 | $23.00 | $38.00 |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 98 FT | $690 | $890 | $960 | $649 | $725 |
| 526E90010 TYPE A INSTALLATION | 88 FT | $130 | $238 | $200 | $190 | $235 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 30 CY | $325 | $415 | $250 | $250 | $205 |
| 503E21303 UNCLASSIFIED EXCAVATION, INCLUDING SHALE, AS PER P | 1 LS | $20,000 | $60,000 | $82,000 | $100,000 | $120,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $22,000 | $33,200 | $35,000 | $41,000 |
| 619E16010 FIELD OFFICE, TYPE B | 9 MNTH | $1,700 | $4,000 | $1,000 | $2,470 | $3,400 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $50,000 | $30,000 | $75,000 | $35,600 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $271,000 | $271k | 7% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 333 CY | $700 | $233k | 6% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 285 CY | $700 | $200k | 5% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 90 CY | $1,600 | $144k | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,167 SY | $120 | $140k | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 84 CY | $1,600 | $134k | 3% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 189 CY | $700 | $132k | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 81 CY | $1,625 | $132k | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $126,000 | $126k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 445 CY | $275 | $122k | 3% |