FUL-SR 120-14.08 Replacement
FUL County · est $3.5M
Bid dateThursday, October 17—
FUL County · est $3.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 94 more items below.
| Item | Quantity | R1Vernon Nagel INC | % of bid |
|---|---|---|---|
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1,000,000 | 29% |
| 611E70001 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE THREE | 72 FT | $6,000 | 13% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 5,145 FT | $58.00 | 9% |
| 507E92200 PREBORED HOLES | 2,385 FT | $105 | 7% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $200,000 | 6% |
| 503E21100 UNCLASSIFIED EXCAVATION | 1,624 CY | $110 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 107,812 LB | $1.50 | 5% |
| 202E56001 BUILDING DEMOLISHED, AS PER PLAN (BUILDINGS A, B, | 1 LS | $150,000 | 4% |
| 638E02751 12" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTING | 257 FT | $475 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 84 CY | $1,300 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 253 CY | $400 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | 3% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 119 CY | $650 | 2% |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 285 SY | $215 | 2% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 76 CY | $750 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $35,000 | 1% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 308 CY | $110 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $30,000 | 1% |
| 611E99574 MANHOLE, NO. 3 | 4 EACH | $6,500 | 1% |
| 202E56001 BUILDING DEMOLISHED, AS PER PLAN: SECURITY GUARD | 1 LS | $25,000 | 1% |
| Item | Quantity | R1Vernon Nagel INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 |
| 202E23000 PAVEMENT REMOVED | 476 SY | $30.00 |
| 202E30000 WALK REMOVED | 1,706 SF | $4.00 |
| 202E32000 CURB REMOVED | 261 FT | $4.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 204 FT | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 13 FT | $5.00 |
| 202E58000 MANHOLE REMOVED | 1 EACH | $500 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $300 |
| 202E75000 FENCE REMOVED | 109 FT | $3.00 |
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 →
| 203E10000 EXCAVATION | 531 CY | $20.00 |
| 203E20000 EMBANKMENT | 636 CY | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 573 SY | $1.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 147 CY | $50.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 135 CY | $60.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $200 |
| 204E50000 GEOTEXTILE FABRIC | 271 SY | $3.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 13 FT | $35.00 |
| 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH | $2,400 |
| 607E23001 FENCE, TYPE CLT, AS PER PLAN | 110 FT | $68.00 |
| 608E10000 4" CONCRETE WALK | 1,657 SF | $9.00 |
| 608E13000 6" CONCRETE WALK | 200 SF | $13.00 |
| 690E65016 SPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SO | 11 TON | $170 |
| 616E10000 WATER | 6 MGAL | $10.00 |
| 659E00300 TOPSOIL | 101 CY | $25.00 |
| 659E10000 SEEDING AND MULCHING | 912 SY | $2.40 |
| 659E14000 REPAIR SEEDING AND MULCHING | 46 SY | $2.40 |
| 659E15000 INTER-SEEDING | 46 SY | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $850 |
| 659E31000 LIME | 0.19 ACRE | $35.00 |
| 659E35000 WATER | 3 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.5 CY | $3,000 |
| 611E04400 12" CONDUIT, TYPE B | 22 FT | $100 |
| 611E04600 12" CONDUIT, TYPE C | 47 FT | $80.00 |
| 611E05900 15" CONDUIT, TYPE B | 46 FT | $160 |
| 611E06100 15" CONDUIT, TYPE C | 42 FT | $95.00 |
| 611E98150 CATCH BASIN, NO. 3 | 2 EACH | $5,000 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 1 EACH | $7,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $1,100 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2.5") | 882 SY | $5.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 61 CY | $275 |
| 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) | 5 CY | $500 |
| 304E20000 AGGREGATE BASE | 95 CY | $75.00 |
| 407E20000 NON-TRACKING TACK COAT | 202 GAL | $1.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 86 CY | $275 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (26 CY | $250 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $900 |
| 609E16000 CURB, TYPE 2-B | 120 FT | $30.00 |
| 609E26000 CURB, TYPE 6 | 128 FT | $25.00 |
| 638E05600 2" POLYETHYLENE SERVICE BRANCH | 159 FT | $125 |
| 638E06708 24" STEEL PIPE ENCASEMENT, OPEN CUT | 48 FT | $350 |
| 638E07690 2" GATE VALVE AND VALVE BOX | 1 EACH | $1,700 |
| 638E08100 12" GATE VALVE AND VALVE BOX | 2 EACH | $6,800 |
| 638E10481 FIRE HYDRANT REMOVED, AS PER PLAN | 1 EACH | $1,000 |
| 638E11201 METER, SETTING, STOP AND CHAMBER, AS PER PLAN | 1 EACH | $6,000 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 52 FT | $20.00 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $50.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 1 EACH | $150 |
| 630E80100 SIGN, FLAT SHEET | 16 SF | $40.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $25.00 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 3 EACH | $50.00 |
| 642E00300 CENTER LINE, TYPE 1 | 0.06 MILE | $20,000 |
| 642E00500 STOP LINE, TYPE 1 | 25 FT | $5.00 |
| 642E00800 CURB MARKING, TYPE 1 | 30 FT | $5.00 |
| 642E01200 PARKING LOT STALL MARKING, TYPE 1 | 228 FT | $2.00 |
| 644E01600 HANDICAP SYMBOL MARKING | 1 EACH | $150 |
| 617E25000 WATER | 3 MGAL | $1.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $3,000 |
| 204E10000 SUBGRADE COMPACTION | 112 SY | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (2.5?) | 223 SY | $7.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 13 CY | $505 |
| 304E20000 AGGREGATE BASE | 19 CY | $82.90 |
| 407E20000 NON-TRACKING TACK COAT | 47 GAL | $1.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 31 CY | $375 |
| 202E22900 APPROACH SLAB REMOVED | 190 SY | $40.00 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 4,715 FT | $4.00 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 7 CY | $1,100 |
| 511E51510 CLASS QC2 CONCRETE, SIDEWALK | 19 CY | $400 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 450 SY | $10.00 |
| 512E33000 TYPE 2 WATERPROOFING | 235 SY | $22.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 11 SF | $12.00 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 102 FT | $22.00 |
| 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 74 FT | $178 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 127 CY | $75.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 253 FT | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 52 FT | $12.00 |
| 523E20000 DYNAMIC LOAD TESTING | 4 EACH | $3,000 |
| 526E90021 TYPE B INSTALLATION, AS PER PLAN | 285 SY | $36.00 |
| 530E14000 SPECIAL - STRUCTURAL SURVEY AND MONITORING OF VIBR | 1 LS | $1,100 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $2,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $3,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $18,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1,000,000 | $1.00M | 26% |
| 611E70001 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE THREE | 72 FT | $6,000 | $432k | 11% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 5,145 FT | $58 | $298k | 8% |
| 507E92200 PREBORED HOLES | 2,385 FT | $105 | $250k | 6% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $200,000 | $200k | 5% |
| 503E21100 UNCLASSIFIED EXCAVATION | 1,624 CY | $110 | $179k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 107,812 LB | $1.5 | $162k | 4% |
| 202E56001 BUILDING DEMOLISHED, AS PER PLAN (BUILDINGS A, B, | 1 LS | $150,000 | $150k | 4% |
| 638E02751 12" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTING | 257 FT | $475 | $122k | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 84 CY | $1,300 | $109k | 3% |