PER-CR 98-01.95 (Main St)
PER County · est $1.0M
Bid dateThursday, June 7—
PER County · est $1.0M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 10.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 58 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Armstrong Steel Erectors INC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 515E12091 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $22,000 | $22,500 | $22,000 | 22% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 209 CY | $590 | $475 | $650 | 14% |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 219 FT | $370 | $380 | $275 | 9% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 95 CY | $500 | $900 | $1,200 | 5% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 205 FT | $215 |
| Item | Quantity | R1Complete General Construction Company | R2Armstrong Steel Erectors INC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $3,500 | $6,000 |
| 202E23000 PAVEMENT REMOVED | 132 SY | $17.50 | $15.00 | $12.00 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 132 SY | $8.00 | $10.00 | $20.00 |
| 202E30000 WALK REMOVED | 1,208 SF | $2.00 | $2.50 | $2.00 |
| 202E32000 CURB REMOVED | 151 FT | $10.00 | $6.00 | $5.00 |
| 202E35100 |
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 →
| $190 |
| $270 |
| 5% |
| 515E12081 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 2 EACH | $22,000 | $20,500 | $20,000 | 5% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $40,000 | $30,000 | $37,050 | 5% |
| 866E00100 GROUND ANCHOR, 62 KIP MAX. TEST LOAD | 8 EACH | $5,000 | $7,500 | $15,900 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 36,835 LB | $1.00 | $0.95 | $1.20 | 4% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 133 SY | $260 | $260 | $280 | 4% |
| 513E95030 STRUCTURAL STEEL, MISC.: UTILITY SUPPORT | 12 EACH | $2,000 | $1,250 | $500 | 3% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 60 FT | $370 | $900 | $350 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $20,000 | $40,000 | $52,600 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $90,000 | $101,100 | 2% |
| 511E51510 CLASS QC2 CONCRETE, SIDEWALK | 34 CY | $515 | $600 | $460 | 2% |
| 526E90030 TYPE C INSTALLATION | 61 FT | $250 | $160 | $165 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 | $20,000 | $14,000 | 2% |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 143 CY | $90.00 | $100 | $80.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $15,000 | $6,523 | 1% |
| 6 FT |
| $30.00 |
| $30.00 |
| $75.00 |
| 203E10000 EXCAVATION | 39 CY | $25.00 | $15.00 | $55.00 |
| 203E20000 EMBANKMENT | 14 CY | $75.00 | $25.00 | $70.00 |
| 204E10000 SUBGRADE COMPACTION | 326 SY | $15.00 | $4.50 | $6.00 |
| 608E10000 4" CONCRETE WALK | 1,109 SF | $7.50 | $11.50 | $8.00 |
| 608E52000 CURB RAMP | 70 SF | $15.00 | $71.50 | $23.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 83 SY | $15.00 | $15.00 | $16.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 4 SY | $1.00 | $1.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.02 TON | $750 | $750 | $800 |
| 659E31000 LIME | 0.02 ACRE | $200 | $200 | $212 |
| 659E35000 WATER | 0.5 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,500 EACH | $1.00 | $1.00 | $1.00 |
| 611E07600 18" CONDUIT, TYPE C | 10 FT | $125 | $150 | $118 |
| 611E97200 CONDUIT, MISC.: SHOP FABRICATED 18" CMP 30 DEGREE | 1 EACH | $1,000 | $500 | $600 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (3" DEEP) | 112 SY | $24.00 | $58.00 | $18.00 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 34 CY | $290 | $320 | $307 |
| 304E20000 AGGREGATE BASE | 58 CY | $95.00 | $95.00 | $105 |
| 407E10000 TACK COAT | 38 GAL | $10.00 | $2.00 | $11.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 22 CY | $320 | $370 | $339 |
| 609E24510 CURB, TYPE 4-C | 135 FT | $50.00 | $47.00 | $30.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $250 | $500 | $365 |
| 630E85000 REMOVAL OF GROUND MOUNTED SIGN AND STORAGE | 1 EACH | $25.88 | $25.00 | $180 |
| 630E86006 REMOVAL OF GROUND MOUNTED POST SUPPORT AND STORAGE | 1 EACH | $87.99 | $25.00 | $180 |
| 630E86310 REMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL | 4 EACH | $409 | $250 | $100 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $19,500 | $1,962 | $20,648 |
| 642E00590 CROSSWALK LINE | 54 FT | $8.55 | $2.50 | $10.00 |
| 642E01000 RAILROAD SYMBOL MARKING, TYPE 1 | 1 EACH | $400 | $430 | $424 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 15 CY | $84.00 | $100 | $127 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $5,000 | $3,700 |
| 616E10000 WATER | 1 MGAL | $60.00 | $250 | $86.00 |
| 202E22900 APPROACH SLAB REMOVED | 167 SY | $45.00 | $42.00 | $25.00 |
| 202E23500 WEARING COURSE REMOVED | 504 SY | $15.00 | $5.00 | $13.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 168 EACH | $15.00 | $22.50 | $32.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 123 SY | $10.00 | $10.00 | $11.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 484 SY | $20.00 | $20.00 | $22.00 |
| 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 10 FT | $300 | $150 | $125 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 61 FT | $85.00 | $40.00 | $90.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 87 SF | $8.00 | $5.00 | $6.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 104 SF | $9.00 | $7.50 | $8.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 111 FT | $45.00 | $27.50 | $37.00 |
| 516E41100 1/8" PREFORMED BEARING PAD (9" x 1'-0") | 22 EACH | $65.00 | $20.00 | $16.00 |
| 516E42600 ELASTOMERIC BEARING PAD, MISC.: 6" x 2" | 86 FT | $75.00 | $77.00 | $80.00 |
| 516E43201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 44 EACH | $165 | $140 | $190 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 73 CY | $95.00 | $110 | $65.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 88 FT | $10.00 | $8.50 | $10.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $15.00 | $12.50 | $16.00 |
| 611E97400 CONDUIT, MISC.: 18" DIA. SMOOTH STEEL CASING PIPE | 20 FT | $50.00 | $100 | $163 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 42 CY | $175 | $110 | $145 |
| 866E00400 PERFORMANCE TEST | 3 EACH | $1,500 | $5,200 | $2,400 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,000 | $17,500 | $1,500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,000 | $2,750 | $4,100 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $1,900 | $2,000 | $3,600 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $4,500 | $18,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12091 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $22,000 | $198k | 19% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 209 CY | $590 | $123k | 12% |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 219 FT | $370 | $81k | 8% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 95 CY | $500 | $48k | 4% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 205 FT | $215 | $44k | 4% |
| 515E12081 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 2 EACH | $22,000 | $44k | 4% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $40,000 | $40k | 4% |
| 866E00100 GROUND ANCHOR, 62 KIP MAX. TEST LOAD | 8 EACH | $5,000 | $40k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 36,835 LB | $1 | $37k | 3% |