SUM-IR 271-01.51
SUM County · est $1.9M
Bid dateThursday, September 14—
SUM County · est $1.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 75 more items below.
| Item | Quantity | R1Ruhlin Company | R2J D Williamson Construction CO INC | R3Great Lakes Construction CO | R4Shelly & Sands INC | R5Kenmore Construction CO INC | % of bid |
|---|---|---|---|---|---|---|---|
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 357 CY | $825 | $780 | $1,100 | $1,080 | $1,500 | 20% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 141,701 LB | $1.60 | $1.35 | $1.80 | $1.45 | $1.45 | 16% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $225,000 | $320,000 | $287,000 | $191,300 | $200,000 | 16% |
| 514E27710 FIELD PAINTING, MISC.: TOP FLANGE | 2,624 FT | $35.00 | $36.80 | $35.00 | $102 | $50.00 | 6% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 650 FT | $116 | $98.00 | $90.00 | $90.00 | $81.00 | 5% |
| Item | Quantity | R1Ruhlin Company | R2J D Williamson Construction CO INC | R3Great Lakes Construction CO | R4Shelly & Sands INC | R5Kenmore Construction CO INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $5,500 | $5,000 | $3,200 | $25,000 |
| 202E23000 PAVEMENT REMOVED | 771 SY | $10.00 | $15.00 | $12.00 | $6.00 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 299 FT | $3.00 | $6.50 | $2.00 | $2.00 | $3.00 |
| 202E75000 FENCE REMOVED | 73 FT | $12.00 |
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 →
| 116 CY |
| $550 |
| $827 |
| $575 |
| $444 |
| $860 |
| 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 180 SY | $350 | $487 | $395 | $469 | $470 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $62,950 | $46,000 | $46,500 | $80,000 | $55,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | $40,000 | $40,000 | 3% |
| 514E27700 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 368 SF | $100 | $106 | $100 | $128 | $125 | 3% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 39 CY | $925 | $980 | $1,350 | $1,810 | $980 | 3% |
| 512E75500 SPECIAL - SEALING, SEALING OF CONCRETE SURFACES | 1,317 SY | $26.50 | $27.50 | $18.00 | $25.00 | $24.00 | 2% |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $4,000 | $1,785 | $2,200 | $3,050 | $3,900 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $27,000 | $27,000 | $30,000 | $16,000 | $10,000 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 93 CY | $280 | $295 | $280 | $301 | $250 | 2% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 68 CY | $380 | $400 | $380 | $349 | $300 | 2% |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $2,750 | $1,380 | $3,200 | $2,680 | $3,400 | 2% |
| 304E20000 AGGREGATE BASE | 188 CY | $110 | $101 | $80.00 | $100 | $80.00 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,400 | $1,775 | $4,000 | $4,700 | $3,800 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $16,500 | $21,200 | $10,000 | $20,000 | $15,000 | 1% |
| $6.00 |
| $3.00 |
| $3.00 |
| $12.00 |
| 202E98100 REMOVAL MISC.: ABANDONED POLE | 1 EACH | $350 | $1,520 | $500 | $1,500 | $500 |
| 203E10000 EXCAVATION | 184 CY | $50.00 | $36.00 | $45.00 | $33.00 | $55.00 |
| 203E20000 EMBANKMENT | 31 CY | $36.00 | $49.00 | $40.00 | $16.00 | $45.00 |
| 204E10000 SUBGRADE COMPACTION | 1,092 SY | $2.50 | $7.20 | $2.50 | $4.00 | $3.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 9 CY | $42.00 | $140 | $125 | $73.00 | $75.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 9 CY | $85.50 | $110 | $185 | $181 | $75.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $695 | $350 | $250 | $245 | $130 |
| 204E50000 GEOTEXTILE FABRIC | 132 SY | $1.50 | $6.00 | $4.00 | $3.00 | $4.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 87.5 FT | $25.00 | $35.00 | $32.80 | $32.80 | $32.50 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,275 | $2,355 | $2,240 | $2,240 | $2,240 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $2,375 | $2,965 | $2,820 | $2,820 | $2,820 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,200 | $1,470 | $1,395 | $1,395 | $1,395 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,400 | $2,660 | $2,530 | $2,530 | $2,530 |
| 607E15000 FENCE, TYPE 47 | 65 FT | $64.95 | $29.00 | $27.40 | $27.40 | $27.40 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 12 EACH | $10.00 | $11.60 | $11.00 | $11.00 | $11.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 12 EACH | $10.00 | $13.20 | $12.50 | $12.00 | $12.50 |
| 690E98400 SPECIAL - AS-BUILT CONSTRUCTION RECORD DRAWINGS | 1 LS | $748 | $1,000 | $150 | $2,800 | $5,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $748 | $1,070 | $950 | $2,500 | $5,000 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $180 | $200 | $240 | $191 | $300 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 41 SY | $124 | $95.00 | $150 | $64.00 | $60.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 | $215 | $200 | $100 | $100 |
| 659E00300 TOPSOIL | 69 CY | $60.00 | $67.00 | $60.00 | $65.00 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 620 SY | $1.25 | $2.30 | $1.25 | $5.75 | $7.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $1,500 | $1,060 | $1,500 | $705 | $1,000 |
| 659E31000 LIME | 0.13 ACRE | $100 | $164 | $1.00 | $40.00 | $155 |
| 659E35000 WATER | 3.4 MGAL | $1.00 | $3.00 | $1.00 | $1.00 | $10.00 |
| 832E30000 EROSION CONTROL | 1,800 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS | 50 FT | $20.00 | $30.50 | $26.00 | $18.00 | $15.00 |
| 605E31100 AGGREGATE DRAINS | 89 FT | $17.00 | $20.50 | $25.00 | $30.00 | $50.00 |
| 611E00406 4" CONDUIT, TYPE F | 20 FT | $18.00 | $28.00 | $30.00 | $15.00 | $20.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $445 | $375 | $450 | $498 | $500 |
| 407E20000 NON-TRACKING TACK COAT | 90 GAL | $4.00 | $4.50 | $4.00 | $3.25 | $10.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $380 | $400 | $380 | $688 | $900 |
| 609E24510 CURB, TYPE 4-C | 40 FT | $40.00 | $44.50 | $100 | $95.00 | $75.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 42 FT | $16.00 | $17.00 | $16.00 | $25.00 | $16.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $30.00 | $32.00 | $30.00 | $27.50 | $30.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 2 SF | $30.00 | $32.00 | $30.00 | $32.50 | $30.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 6 EACH | $25.00 | $50.00 | $25.00 | $10.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $30.00 | $60.00 | $30.00 | $15.00 | $30.00 |
| 646E10000 EDGE LINE, 4" | 0.25 MILE | $10,700 | $11,240 | $10,700 | $11,645 | $10,700 |
| 646E10200 CENTER LINE | 0.12 MILE | $21,400 | $22,475 | $21,400 | $23,290 | $21,400 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 120 HOUR | $90.00 | $79.00 | $85.00 | $80.00 | $100 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,710 | $8,100 | $7,710 | $4,280 | $10,000 |
| 614E12600 REPLACEMENT DRUM | 20 EACH | $70.00 | $81.00 | $70.00 | $50.00 | $70.00 |
| 616E10000 WATER | 1 MGAL | $105 | $6.00 | $125 | $54.00 | $10.00 |
| 202E22900 APPROACH SLAB REMOVED | 148 SY | $37.00 | $50.00 | $73.00 | $24.00 | $40.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1.00 | $500 | $1,000 | $1,500 | $55,000 |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 196 LB | $1.60 | $1.35 | $3.00 | $1.30 | $1.45 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 1,169 LB | $2.65 | $2.15 | $2.75 | $2.70 | $3.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 7,977 FT | $2.00 | $2.05 | $2.00 | $1.80 | $2.50 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 354 EACH | $26.00 | $36.50 | $25.00 | $34.00 | $40.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $5,750 | $3,500 | $5,000 | $3,600 | $6,000 |
| 511E43210 CLASS QC1 CONCRETE, PIER | 2 CY | $2,000 | $4,180 | $8,500 | $7,780 | $4,000 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 19 CY | $650 | $796 | $1,050 | $1,670 | $750 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 100 FT | $125 | $106 | $40.00 | $120 | $125 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 1,740 EACH | $5.40 | $5.80 | $5.60 | $6.00 | $6.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 78 FT | $48.10 | $56.00 | $82.00 | $84.00 | $70.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 20 SF | $10.00 | $12.00 | $15.00 | $11.00 | $25.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 181 SF | $10.00 | $13.00 | $18.00 | $10.00 | $20.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 102 FT | $35.00 | $50.00 | $50.00 | $44.00 | $50.00 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $3,000 | $1,330 | $3,200 | $2,600 | $3,600 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $15,500 | $80,000 | $65,000 | $38,000 | $30,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 99 CY | $130 | $110 | $118 | $128 | $90.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 120 FT | $15.00 | $23.00 | $15.50 | $6.00 | $30.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $18.00 | $23.00 | $28.00 | $6.00 | $20.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 100 SF | $125 | $100 | $95.00 | $150 | $150 |
| 526E90030 TYPE C INSTALLATION | 78 FT | $200 | $232 | $295 | $312 | $240 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 59 SY | $35.00 | $60.00 | $35.00 | $75.00 | $65.00 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $3,500 | $18,500 | $15,500 | $12,500 | $14,400 |
| 690E98000 SPECIAL - VERTICAL CLEARANCE | 1 EACH | $1,000 | $1,600 | $1,000 | $1,400 | $5,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $16,000 | $18,000 | $20,000 | $10,000 | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 357 CY | $825 | $295k | 17% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 141,701 LB | $1.6 | $227k | 13% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $225,000 | $225k | 13% |
| 514E27710 FIELD PAINTING, MISC.: TOP FLANGE | 2,624 FT | $35 | $92k | 5% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 650 FT | $115.62 | $75k | 4% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 116 CY | $550 | $64k | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 180 SY | $350 | $63k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $62,950 | $63k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 2% |
| 514E27700 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 368 SF | $100 | $37k | 2% |