WOO-SR 65-05.63/09.38/13.45 Clvrts
WOO County · est $1.1M
Bid dateThursday, April 4—
WOO County · est $1.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 70 more items below.
| Item | Quantity | R1Vernon Nagel INC | % of bid |
|---|---|---|---|
| 611E26000 72" CONDUIT, TYPE A, 706.02 | 97 FT | $1,430 | 12% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 392 FT | $250 | 8% |
| 203E20000 EMBANKMENT | 1,956 CY | $47.50 | 8% |
| 611E06100 15" CONDUIT, TYPE C, 707.45 | 445 FT | $190 | 7% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 38 CY | $2,100 | 7% |
| 611E99574 MANHOLE, NO. 3 | 8 EACH | $9,650 | 7% |
| 611E21100 48" CONDUIT, TYPE C, 706.02 | 126 FT | $590 | 6% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x102 | 545 FT | $115 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 163 CY | $375 | 5% |
| 611E20900 48" CONDUIT, TYPE B, 706.02 | 96 FT | $610 | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 132 CY | $410 | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $53,355 | 5% |
| 511E46210 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 25 CY | $1,800 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | 3% |
| 607E98000 FENCE, MISC.: ORNAMENTAL STEEL FENCE | 107 FT | $340 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $26,500 | 2% |
| 202E11000 STRUCTURE REMOVED (WOO-65-13.45) | 1 LS | $25,000 | 2% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN (WOO-65-9.38) | 1 LS | $25,000 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | 2% |
| 661E99900 PLANTING, MISC.: 1& quot; CALIPER, 3-GALLON CONTAI | 50 EACH | $430 | 2% |
| Item | Quantity | R1Vernon Nagel INC |
|---|---|---|
| 202E20010 HEADWALL REMOVED | 4 EACH | $750 |
| 202E20011 HEADWALL REMOVED, AS PER PLAN | 1 EACH | $3,000 |
| 202E23000 PAVEMENT REMOVED | 567 SY | $30.00 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 85 SY | $30.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 281 FT | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 526 FT | $4.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $250 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $400 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 18& quot | 34 FT | $100 |
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 | 479 CY | $40.00 |
| 203E10001 EXCAVATION, AS PER PLAN | 312 CY | $55.00 |
| 204E10000 SUBGRADE COMPACTION | 1,019 SY | $2.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 512.5 FT | $20.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 3 EACH | $2,620 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,360 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $16.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $300 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 10 CY | $250 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 22 CY | $225 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 58 CY | $338 |
| 601E32304 ROCK CHANNEL PROTECTION, TYPE D WITH GEOTEXTILE FA | 24 CY | $165 |
| 659E00100 SOIL ANALYSIS TEST | 6 EACH | $60.00 |
| 659E00300 TOPSOIL | 304 CY | $25.00 |
| 659E10000 SEEDING AND MULCHING | 2,733 SY | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.38 TON | $800 |
| 659E31000 LIME | 0.57 ACRE | $35.00 |
| 659E35000 WATER | 9 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,602 LB | $2.50 |
| 511E46611 CLASS QC1 CONCRETE, HEADWALL, AS PER PLAN | 2 CY | $6,500 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 31 SY | $55.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 2 SF | $16.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 8 CY | $150 |
| 602E20000 CONCRETE MASONRY | 5.4 CY | $2,500 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 642 FT | $25.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 70 FT | $70.00 |
| 611E04600 12" CONDUIT, TYPE C, 707.45 | 18 FT | $182 |
| 611E07200 18" CONDUIT, TYPE A, 706.02 | 73 FT | $260 |
| 611E07600 18" CONDUIT, TYPE C, 707.32 | 20 FT | $255 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $3,800 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5& quot;) | 919 SY | $6.00 |
| 304E20000 AGGREGATE BASE | 171 CY | $120 |
| 407E10000 TACK COAT | 184 GAL | $1.00 |
| 617E10100 COMPACTED AGGREGATE | 21 CY | $140 |
| 620E31200 REMOVAL OF DELINEATOR | 3 EACH | $10.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $150 |
| 662E31000 LANDSCAPE WATERING | 1,250 GAL | $1.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $525 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 9 SNMT | $1,000 |
| 616E10000 WATER | 6 MGAL | $1.00 |
| 530E00400 SPECIAL - STRUCTURES: HISTORICAL MARKER, AS PER PL | 1 EACH | $3,500 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $15,000 |
| 203E10000 EXCAVATION | 181 CY | $38.00 |
| 203E20000 EMBANKMENT | 321 CY | $42.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,847 LB | $3.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 138 SY | $38.00 |
| 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN | 14 SY | $56.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 510 EACH | $12.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $16.00 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 115 SY | $45.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 4 CY | $150 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 107 FT | $12.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 5 FT | $12.00 |
| 530E13000 SPECIAL - FORM LINER | 1,027 SF | $20.00 |
| 530E51020 SPECIAL - RETAINING WALL, TIMBER LAGGING | 869 SF | $24.00 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $2,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E26000 72" CONDUIT, TYPE A, 706.02 | 97 FT | $1,430 | $139k | 9% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 392 FT | $250 | $98k | 6% |
| 203E20000 EMBANKMENT | 1,956 CY | $47.5 | $93k | 6% |
| 611E06100 15" CONDUIT, TYPE C, 707.45 | 445 FT | $190 | $85k | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 38 CY | $2,100 | $80k | 5% |
| 611E99574 MANHOLE, NO. 3 | 8 EACH | $9,650 | $77k | 5% |
| 611E21100 48" CONDUIT, TYPE C, 706.02 | 126 FT | $590 | $74k | 5% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x102 | 545 FT | $114.5 | $62k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 163 CY | $375 | $61k | 4% |
| 611E20900 48" CONDUIT, TYPE B, 706.02 | 96 FT | $610 | $59k | 4% |