FRA-Wynne Ridge Court
FRA County · est $1.9M
Bid dateThursday, May 8—
FRA 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 · 63 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 515E12070 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $20,650 | $29,000 | $23,500 | 15% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 92 CY | $1,650 | $1,400 | $1,000 | 12% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 142 CY | $1,000 | $890 | $1,100 | 11% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $94,000 | $68,000 | $92,000 | 7% |
| 503E21100 UNCLASSIFIED EXCAVATION | 2,095 CY | $40.00 | $80.00 | $35.00 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $79,290 | $47,000 | $87,000 | 6% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS |
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $16,500 | $22,000 | $25,000 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $295 | $355 | $3,500 |
| 202E23000 PAVEMENT REMOVED | 445 SY | $24.00 | $20.00 | $55.00 |
| 202E32500 CURB AND GUTTER REMOVED | 308 FT | $10.00 | $7.50 | $20.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 181 FT | $16.00 | $11.15 | $50.00 |
| 202E38000 GUARDRAIL REMOVED |
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 →
| $78,000 |
| $138,500 |
| $60,000 |
| 6% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 591 FT | $115 | $36.00 | $175 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 31,201 LB | $1.95 | $2.75 | $2.25 | 5% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 243 CY | $195 | $220 | $175 | 4% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 352 CY | $130 | $158 | $125 | 4% |
| 638E00600 6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, PUS | 128 FT | $341 | $255 | $250 | 3% |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 70 FT | $440 | $470 | $660 | 2% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 70 FT | $440 | $520 | $760 | 2% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 416 FT | $60.00 | $34.75 | $60.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $24,000 | $15,000 | $15,000 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $23,000 | $8,500 | $20,000 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 175 SY | $130 | $98.00 | $150 | 2% |
| 507E00101 STEEL PILES HP10X42, FURNISHED, AS PER PLAN | 840 FT | $27.00 | $32.00 | $55.00 | 2% |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 36 EACH | $524 | $700 | $625 | 1% |
| 215 FT |
| $3.00 |
| $6.25 |
| $3.00 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $800 | $400 | $2,000 |
| 203E10000 EXCAVATION | 140 CY | $48.00 | $55.00 | $50.00 |
| 203E20000 EMBANKMENT | 20 CY | $74.00 | $60.00 | $50.00 |
| 204E10000 SUBGRADE COMPACTION | 310 SY | $8.00 | $3.00 | $7.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $220 | $132 | $350 |
| 606E99200 ANCHOR ASSEMBLY, MISC.:STEEL BACKED TIMBER GUARDRA | 4 EACH | $4,225 | $4,383 | $4,225 |
| 606E99200 ANCHOR ASSEMBLY, MISC.:STEEL BACKED TIMBER GUARDRA | 4 EACH | $3,650 | $9,539 | $3,650 |
| 659E00300 TOPSOIL | 12 CY | $170 | $60.00 | $50.00 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 105 SY | $25.00 | $30.00 | $25.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 5 SY | $25.00 | $25.00 | $25.00 |
| 659E15000 INTER-SEEDING | 5 SY | $25.00 | $25.00 | $25.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.02 TON | $1,250 | $1,250 | $1,250 |
| 659E31000 LIME | 0.02 ACRE | $150 | $150 | $150 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 15,000 EACH | $1.00 | $1.00 | $1.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $190 | $165 | $395 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 6 CY | $300 | $175 | $500 |
| 602E20000 CONCRETE MASONRY | 1 CY | $2,400 | $1,500 | $3,000 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 388 FT | $18.50 | $16.20 | $19.25 |
| 611E00406 4" CONDUIT, TYPE F | 60 FT | $31.00 | $78.00 | $50.00 |
| 611E04400 12" CONDUIT, TYPE B | 26 FT | $234 | $420 | $125 |
| 611E04600 12" CONDUIT, TYPE C | 50 FT | $123 | $165 | $100 |
| 611E06100 15" CONDUIT, TYPE C | 28 FT | $152 | $230 | $125 |
| 611E98150 CATCH BASIN, NO. 3 | 2 EACH | $5,000 | $5,700 | $7,000 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $4,200 | $3,850 | $5,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $550 | $400 | $500 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 31 CY | $514 | $490 | $575 |
| 304E20000 AGGREGATE BASE | 46 CY | $160 | $100 | $150 |
| 407E20000 NON-TRACKING TACK COAT | 29 GAL | $3.05 | $37.00 | $4.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 23 CY | $453 | $455 | $775 |
| 638E20878 SPECIAL - CUT AND PLUG EXISTING 6" WATER LINE, CIT | 2 EACH | $600 | $805 | $1,000 |
| 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP | 2 EACH | $2,500 | $3,093 | $3,500 |
| 625E23000 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | 750 FT | $4.00 | $5.43 | $5.00 |
| 625E25412 CONDUIT, 2-1/2", 725.051 | 25 FT | $24.00 | $57.26 | $15.00 |
| 625E30700 PULL BOX, 725.08, 18" | 4 EACH | $1,275 | $1,440 | $1,600 |
| 625E35010 REMOVE AND REERECT EXISTING LIGHT POLE | 2 EACH | $2,400 | $2,235 | $3,000 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,380 | $2,000 | $5,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BI-DIRECTIONAL) | 10 EACH | $11.00 | $15.00 | $12.36 |
| 614E13360 OBJECT MARKER, TWO WAY | 10 EACH | $26.00 | $25.00 | $20.71 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 0.19 MILE | $1,800 | $22,000 | $19,733 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $18,000 | $5,200 | $20,000 |
| 616E10000 WATER | 1 MGAL | $75.00 | $500 | $150 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 280 FT | $33.00 | $27.00 | $48.50 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 180 FT | $48.00 | $20.00 | $60.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 276 EACH | $25.00 | $25.00 | $25.00 |
| 511E51510 CLASS QC2 CONCRETE, SIDEWALK | 12 CY | $950 | $810 | $869 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 50 SY | $22.00 | $22.00 | $22.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 250 SY | $38.00 | $38.00 | $38.00 |
| 512E33000 TYPE 2 WATERPROOFING | 32 SY | $62.00 | $28.00 | $90.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 49 SF | $8.00 | $15.00 | $35.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 104 FT | $45.00 | $37.00 | $45.00 |
| 516E41100 1/8" PREFORMED BEARING PAD, TYPE CDP | 18 EACH | $60.00 | $85.00 | $87.50 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 53 CY | $145 | $215 | $175 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 182 FT | $6.00 | $10.00 | $14.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $8.00 | $15.00 | $19.00 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $13,500 | $8,109 | $15,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,000 | $10,000 | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12070 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $20,650 | $186k | 12% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 92 CY | $1,650 | $152k | 10% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 142 CY | $1,000 | $142k | 9% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $94,000 | $94k | 6% |
| 503E21100 UNCLASSIFIED EXCAVATION | 2,095 CY | $40 | $84k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $79,290 | $79k | 5% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $78,000 | $78k | 5% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 591 FT | $115 | $68k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 31,201 LB | $1.95 | $61k | 4% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 243 CY | $195 | $47k | 3% |