FUL-SR 66-03.97 resurfacing
FUL County · est $1.3M
Bid dateThursday, April 19—
FUL County · est $1.3M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 86 more items below.
| Item | Quantity | R1Gerken Paving INC | % of bid |
|---|---|---|---|
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 3,013 CY | $169 | 47% |
| 253E01000 PAVEMENT REPAIR | 3,691 SY | $40.50 | 14% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 420 CY | $165 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $42,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,000 FT | $16.40 | 3% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 93.4 CY | $350 | 3% |
| 617E10100 COMPACTED AGGREGATE | 411 CY | $56.00 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $22,899 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 10 EACH | $2,085 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 9,329 GAL | $1.95 | 2% |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 212.5 FT | $85.20 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 16 CY | $1,106 | 2% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 119.83 FT | $140 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 9,304 SY | $1.80 | 2% |
| 512E33010 TYPE 3 WATERPROOFING | 417 SY | $39.44 | 2% |
| 209E60500 LINEAR GRADING | 13 MILE | $1,150 | 1% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 11 CY | $1,050 | 1% |
| 621E00100 RPM | 460 EACH | $24.50 | 1% |
| 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN | 212.5 FT | $49.60 | 1% |
| Item | Quantity | R1Gerken Paving INC |
|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 2,400 FT | $1.60 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 7 EACH | $225 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $165 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 6 EACH | $85.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 12 EACH | $60.00 |
| 203E20000 EMBANKMENT | 100 CY | $54.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 33 STA | $45.00 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 50 CY | $73.50 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 50 FT |
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 →
| $21.60 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $65.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $825 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,940 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 8 EACH | $1,020 |
| 608E53020 DETECTABLE WARNING | 60 SF | $65.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 Bidirectional | 54 EACH | $7.20 |
| 659E10000 SEEDING AND MULCHING | 1,618 SY | $2.05 |
| 659E20000 COMMERCIAL FERTILIZER | 0.21 TON | $600 |
| 659E35000 WATER | 8.06 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,100 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 1 EACH | $1,550 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 3 EACH | $1,000 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 3 EACH | $700 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $800 |
| 202E23500 WEARING COURSE REMOVED | 1,477 SY | $6.00 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 9,045 LB | $1.15 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 460 EACH | $15.00 |
| 642E00094 EDGE LINE, 6" | 12.9 MILE | $650 |
| 642E00290 CENTER LINE | 7.1 MILE | $600 |
| 644E00404 CHANNELIZING LINE, 12" | 161.4 FT | $3.00 |
| 644E00500 STOP LINE | 59.7 FT | $8.00 |
| 644E00601 CROSSWALK LINE, AS PER PLAN | 194 FT | $5.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 133 FT | $10.00 |
| 644E00900 ISLAND MARKING | 63.2 SF | $4.00 |
| 644E01200 PARKING LOT STALL MARKING | 302 FT | $3.00 |
| 644E01300 LANE ARROW | 5 EACH | $95.00 |
| 644E01510 DOTTED LINE, 6" | 75.5 FT | $3.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $95.00 |
| 614E12460 WORK ZONE MARKING SIGN | 17 EACH | $110 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $95.00 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $65.00 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 7.65 MILE | $145 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 175.5 FT | $3.00 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 86.4 FT | $8.00 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 475 SY | $4.00 |
| 202E38602 BRIDGE RAILING REMOVED FOR REUSE | 212.5 FT | $4.80 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETEVARIES FROM 2" T | 400 SY | $4.00 |
| 407E20000 NON-TRACKING TACK COAT | 105 GAL | $1.95 |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 25 CY | $225 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (50 CY | $175 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 116 FT | $14.79 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 249 FT | $18.04 |
| 202E38602 BRIDGE RAILING REMOVED FOR REUSE | 62.5 FT | $4.80 |
| 407E20000 NON-TRACKING TACK COAT | 25 GAL | $1.95 |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 8 CY | $250 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 136 FT | $14.79 |
| 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN | 62.5 FT | $49.60 |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 62.5 FT | $85.20 |
| 202E23000 PAVEMENT REMOVED | 43 SY | $18.36 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 325 SY | $4.00 |
| 203E10000 EXCAVATION | 7 CY | $44.25 |
| 204E10000 SUBGRADE COMPACTION | 43 SY | $8.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIES | 378 SY | $4.00 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 9 CY | $270 |
| 304E20000 AGGREGATE BASE | 7 CY | $104 |
| 407E20000 NON-TRACKING TACK COAT | 104 GAL | $1.95 |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 21 CY | $225 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (42 CY | $175 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 54 CY | $61.83 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 5,695 LB | $1.68 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 100 LB | $1.68 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 334 EACH | $10.73 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 38 SY | $12.06 |
| 512E33010 TYPE 3 WATERPROOFING | 230 SY | $39.44 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 128 FT | $14.79 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 13 CY | $91.24 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 131 FT | $18.04 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 36 FT | $7.25 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $7.25 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF | $87.00 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 6 SY | $147 |
| 601E32205 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 20 CY | $165 |
| 617E10100 COMPACTED AGGREGATE | 4 CY | $80.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 3,013 CY | $169 | $509k | 39% |
| 253E01000 PAVEMENT REPAIR | 3,691 SY | $40.5 | $149k | 11% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 420 CY | $165 | $69k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $42,000 | $42k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,000 FT | $16.4 | $33k | 2% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 93.4 CY | $350 | $33k | 2% |
| 617E10100 COMPACTED AGGREGATE | 411 CY | $56 | $23k | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $22,899 | $23k | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 10 EACH | $2,085 | $21k | 2% |