GEA-US 322-19.41 Replace
GEA County · est $2.4M
Bid dateThursday, November 14—
GEA County · est $2.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 77 more items below.
| Item | Quantity | R1Marucci & Gaffney Excavating CO | R2Shelly & Sands INC | R3Union Industrial Contractors INC | R4Ruhlin Company | % of bid |
|---|---|---|---|---|---|---|
| 515E15010 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 6 EACH | $37,190 | $46,200 | $56,000 | $47,600 | 14% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 181 CY | $1,200 | $1,580 | $1,350 | $1,236 | 13% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $169,000 | $100,000 | $205,000 | $210,000 | 10% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 158 CY | $738 | $950 | $750 | $1,050 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 590 CY | $180 | $192 | $180 | $180 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 |
| Item | Quantity | R1Marucci & Gaffney Excavating CO | R2Shelly & Sands INC | R3Union Industrial Contractors INC | R4Ruhlin Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $17,000 | $12,500 | $10,650 |
| 202E38000 GUARDRAIL REMOVED | 990 FT | $2.00 | $2.00 | $5.00 | $2.00 |
| 202E53100 MAILBOX REMOVED | 2 EACH | $5.00 | $25.00 | $150 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 2,727 SY | $3.50 | $4.30 | $3.00 | $4.50 |
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 →
| $100,000 |
| $100,000 |
| $154,000 |
| 6% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 236 SY | $390 | $440 | $400 | $385 | 6% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 166 FT | $484 | $230 | $450 | $1,000 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 48,063 LB | $1.53 | $1.71 | $1.75 | $2.55 | 4% |
| 304E20000 AGGREGATE BASE | 455 CY | $120 | $115 | $115 | $123 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $54,000 | $16,000 | $40,000 | $50,000 | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 195 CY | $270 | $326 | $270 | $270 | 3% |
| 203E20000 EMBANKMENT | 2,858 CY | $17.49 | $21.00 | $50.00 | $23.00 | 3% |
| 203E10000 EXCAVATION | 2,418 CY | $20.00 | $18.34 | $10.00 | $14.00 | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $45,700 | $84,000 | $150,000 | $132,600 | 3% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 1 EACH | $43,000 | $41,500 | $45,000 | $82,000 | 3% |
| 622E41110 PORTABLE BARRIER, ANCHORED | 1,740 FT | $20.00 | $24.00 | $25.00 | $48.00 | 2% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 33 CY | $900 | $1,725 | $1,450 | $1,720 | 2% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $29,333 | $40,000 | $82,000 | $165,000 | 2% |
| 202E23000 PAVEMENT REMOVED | 2,330 SY | $11.30 | $9.75 | $15.00 | $17.00 | 2% |
| 762.5 FT |
| $20.40 |
| $20.40 |
| $22.50 |
| $20.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 3 EACH | $2,520 | $2,520 | $2,500 | $2,520 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,360 | $1,360 | $1,250 | $1,360 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,425 | $2,425 | $2,700 | $2,425 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 2 EACH | $195 | $195 | $326 | $195 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 24 SY | $100 | $70.00 | $154 | $200 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 300 CY | $85.00 | $126 | $116 | $282 |
| 659E00300 TOPSOIL | 380 CY | $20.00 | $31.00 | $45.00 | $45.00 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 2,749 SY | $2.00 | $1.95 | $1.00 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 137 SY | $0.27 | $0.85 | $2.00 | $2.00 |
| 659E15000 INTER-SEEDING | 137 SY | $0.27 | $0.10 | $1.00 | $0.60 |
| 659E20000 COMMERCIAL FERTILIZER | 0.62 TON | $100 | $395 | $1,200 | $1,200 |
| 659E31000 LIME | 0.57 ACRE | $1.00 | $15.00 | $1.00 | $135 |
| 659E35000 WATER | 22 MGAL | $0.10 | $1.00 | $1.00 | $5.00 |
| 670E00500 SLOPE EROSION PROTECTION | 673 SY | $5.00 | $2.45 | $2.00 | $2.00 |
| 832E30000 EROSION CONTROL | 4,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 593 FT | $15.00 | $19.00 | $10.00 | $20.00 |
| 611E07400 18" CONDUIT, TYPE B | 20 FT | $10.00 | $76.00 | $85.00 | $100 |
| 611E08100 18" CONDUIT, TYPE E | 20 FT | $10.00 | $83.00 | $50.00 | $100 |
| 611E08200 18" CONDUIT, TYPE F | 20 FT | $10.00 | $69.00 | $50.00 | $100 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 62 FT | $5.00 | $23.00 | $15.00 | $5.00 |
| 407E10000 TACK COAT | 386 GAL | $3.00 | $3.05 | $3.00 | $3.00 |
| 609E24510 CURB, TYPE 4-C | 76 FT | $65.00 | $95.00 | $50.00 | $90.00 |
| 617E10100 COMPACTED AGGREGATE | 84 CY | $150 | $154 | $150 | $150 |
| 617E25000 WATER | 4 MGAL | $0.10 | $72.00 | $100 | $90.00 |
| 618E40900 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 553 FT | $14.29 | $9.50 | $10.00 | $9.55 |
| 621E00100 RPM | 45 EACH | $80.00 | $131 | $125 | $130 |
| 621E00300 RPM REFLECTOR | 45 EACH | $16.00 | $24.70 | $5.00 | $24.27 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 45 EACH | $5.00 | $9.00 | $50.00 | $10.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 18 EACH | $10.00 | $12.50 | $15.00 | $12.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 56 FT | $22.50 | $13.90 | $15.00 | $22.50 |
| 630E08600 SIGN POST REFLECTOR | 4 EACH | $45.00 | $79.50 | $75.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $25.00 | $37.45 | $28.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $10.00 | $59.60 | $40.00 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 | $88.85 | $40.00 | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.46 MILE | $5,800 | $7,965 | $6,500 | $7,965 |
| 646E10200 CENTER LINE | 0.22 MILE | $5,800 | $10,620 | $10,500 | $10,620 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $35.00 | $150 | $100 | $260 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 10 CY | $35.00 | $150 | $100 | $280 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $50.00 | $110 | $60.00 | $90.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,740 FT | $6.00 | $1.20 | $5.00 | $3.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,360 | $1,000 | $2,320 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $70.00 | $335 | $350 | $900 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (TWO-WAY) | 18 EACH | $10.00 | $9.50 | $50.00 | $20.00 |
| 614E13314 BARRIER REFLECTOR, TYPE 3, (BI-DIRECTIONAL) | 11 EACH | $10.00 | $9.50 | $75.00 | $20.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 29 EACH | $18.00 | $19.00 | $100 | $19.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $900 | $1,100 | $900 | $700 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.38 MILE | $5,000 | $10,560 | $6,500 | $10,560 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.42 MILE | $5,000 | $5,130 | $4,500 | $5,130 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.4 MILE | $7,100 | $8,000 | $8,500 | $8,000 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 24 FT | $10.00 | $3.00 | $8.00 | $3.00 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 196 SY | $100 | $250 | $75.00 | $250 |
| 616E10000 WATER | 20 MGAL | $0.01 | $65.00 | $50.00 | $100 |
| 630E97800 SIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, | 100 SF | $15.00 | $22.00 | $12.00 | $25.00 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $25.00 | $33.00 | $125 | $160 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 3,308 FT | $2.06 | $2.60 | $2.05 | $3.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,000 | $3,500 | $3,500 | $4,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 459 SY | $40.00 | $32.50 | $40.00 | $95.00 |
| 512E33000 TYPE 2 WATERPROOFING | 67 SY | $40.00 | $78.00 | $35.00 | $95.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 15 EACH | $1,600 | $3,600 | $3,000 | $2,200 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $10.00 | $8.00 | $25.00 | $51.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 69 SF | $15.00 | $9.00 | $30.00 | $38.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 132 FT | $50.00 | $36.00 | $40.00 | $53.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,900 | $1,675 | $1,900 | $3,050 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 114 CY | $100 | $131 | $150 | $180 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 149 FT | $10.00 | $9.00 | $25.00 | $30.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 60 FT | $10.00 | $8.00 | $25.00 | $102 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 38 FT | $350 | $1,020 | $250 | $1,420 |
| 526E90011 TYPE A INSTALLATION, AS PER PLAN | 95 FT | $200 | $325 | $225 | $306 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $13,900 | $25,000 | $24,850 |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 6 MNTH | $1,000 | $4,600 | $2,000 | $3,850 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $30,000 | $15,000 | $53,000 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $10,000 | $2,500 | $7,500 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15010 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 6 EACH | $37,190 | $223k | 11% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 181 CY | $1,200 | $217k | 11% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $169,000 | $169k | 8% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 158 CY | $737.65 | $117k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 590 CY | $180 | $106k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 5% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 236 SY | $390 | $92k | 4% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 166 FT | $484 | $80k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 48,063 LB | $1.53 | $74k | 4% |
| 304E20000 AGGREGATE BASE | 455 CY | $120 | $55k | 3% |