FUL-SR 108-00.00 Resurf
FUL County · est $2.4M
Bid dateThursday, April 29—
FUL County · est $2.4M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 57 more items below.
| Item | Quantity | R1Gerken Paving INC | % of bid |
|---|---|---|---|
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,194 CY | $160 | 24% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 3,639 CY | $139 | 24% |
| 253E02000 PAVEMENT REPAIR | 2,700 CY | $150 | 19% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN- 3 | 71,848 SY | $2.75 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $90,000 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 468 CY | $135 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | 3% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 26,339 FT | $1.75 | 2% |
| 617E10100 COMPACTED AGGREGATE | 738 CY | $48.00 | 2% |
| 608E52000 CURB RAMP | 2,250 SF | $12.00 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 913 FT | $26.40 | 1% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 1,871 SY | $12.00 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 10,387 GAL | $1.95 | 1% |
| 206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | 1 LS | $17,500 | 1% |
| 304E20000 AGGREGATE BASE | 281 CY | $55.00 | 1% |
| 202E23000 PAVEMENT REMOVED | 1,682 SY | $8.75 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E - MASH 2016 | 5 EACH | $2,440 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | 1% |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 132 SY | $89.20 | 1% |
| 204E20000 EMBANKMENT | 404 CY | $26.77 | 1% |
| Item | Quantity | R1Gerken Paving INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,000 |
| 202E23000 PAVEMENT REMOVED, 9" | 32 SY | $30.00 |
| 202E30000 WALK REMOVED | 200 SF | $7.25 |
| 202E32000 CURB REMOVED | 20 FT | $9.00 |
| 202E32500 CURB AND GUTTER REMOVED | 280 FT | $9.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 963 FT | $1.60 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 5 EACH | $135 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 3 EACH | $100 |
| 203E10000 EXCAVATION | 307 CY | $9.00 |
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 →
| 204E10000 SUBGRADE COMPACTION | 1,682 SY | $1.00 |
| 206E10500 CEMENT | 57 TON | $185 |
| 206E11000 CURING COAT | 1,871 SY | $1.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 13 STA | $42.00 |
| 209E60500 LINEAR GRADING | 7 MILE | $1,400 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 6.06 MILE | $1,600 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 51 FT | $25.60 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $980 |
| 608E10000 4" CONCRETE WALK | 525 SF | $12.00 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 1 EACH | $800 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 - BIDIRECTIONAL | 35 EACH | $7.60 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 |
| 659E00300 TOPSOIL | 180 CY | $52.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 1,619 SY | $2.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 81 SY | $0.95 |
| 659E20000 COMMERCIAL FERTILIZER | 0.49 TON | $80.00 |
| 659E31000 LIME | 0.33 ACRE | $20.00 |
| 659E35000 WATER | 5 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 6,500 EACH | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $975 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 5 EACH | $1,200 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 50 FT | $31.00 |
| 609E26000 CURB, TYPE 6 | 50 FT | $23.00 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 10 MILE | $650 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $600 |
| 621E00100 RPM | 201 EACH | $36.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 150 EACH | $6.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 7.45 MILE | $700 |
| 642E00300 CENTER LINE, TYPE 1 | 8.85 MILE | $650 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 538 FT | $1.00 |
| 642E00500 STOP LINE, TYPE 1 | 72 FT | $3.00 |
| 642E00600 CROSSWALK LINE, TYPE 1 | 268 FT | $1.00 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 375 FT | $3.00 |
| 644E01300 LANE ARROW | 17 EACH | $125 |
| 644E01400 WORD ON PAVEMENT, 72" | 7 EACH | $125 |
| 614E12460 WORK ZONE MARKING SIGN | 30 EACH | $115 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $115 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $60.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 8.86 MILE | $650 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 4.43 MILE | $650 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 14.9 MILE | $700 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 1,076 FT | $1.00 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 538 FT | $1.00 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 144 FT | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 72 FT | $3.00 |
| 614E30000 WORK ZONE ARROW, CLASS I | 34 EACH | $55.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 17 EACH | $55.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,880 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,194 CY | $160 | $511k | 23% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 3,639 CY | $139 | $506k | 22% |
| 253E02000 PAVEMENT REPAIR | 2,700 CY | $150 | $405k | 18% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN- 3 | 71,848 SY | $2.75 | $198k | 9% |
| 624E10000 MOBILIZATION | 1 LS | $90,000 | $90k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 468 CY | $135 | $63k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $60k | 3% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 26,339 FT | $1.75 | $46k | 2% |
| 617E10100 COMPACTED AGGREGATE | 738 CY | $48 | $35k | 2% |
| 608E52000 CURB RAMP | 2,250 SF | $12 | $27k | 1% |