LUC-US/WOO-US 20/SR 25-08.00/20.32 resurf
LUC County · est $2.7M
Bid dateThursday, February 1—
LUC County · est $2.7M
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 · 55 more items below.
| Item | Quantity | R1Gerken Paving INC | R2Shelly Company | % of bid |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 8,329.5 CY | $188 | $198 | 51% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $345,000 | $410,000 | 11% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" | 175,380 SY | $1.52 | $1.25 | 9% |
| 253E02000 PAVEMENT REPAIR | 951.1 CY | $195 | $225 | 6% |
| 442E20201 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 1,173.2 CY | $138 | $160 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" | 24,031.6 SY | $2.85 | $2.65 | 2% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) | 228.6 CY |
| Item | Quantity | R1Gerken Paving INC | R2Shelly Company |
|---|---|---|---|
| 202E30000 WALK REMOVED | 216 SF | $6.00 | $8.00 |
| 202E32000 CURB REMOVED | 15 FT | $19.00 | $9.75 |
| 202E98400 REMOVAL MISC.:REMOVAL OF DETECTABLE WARNING | 208 SF | $9.00 | $13.00 |
| 203E10000 EXCAVATION | 6.3 CY | $125 | $38.00 |
| 203E20000 EMBANKMENT | 23.4 CY | $125 | $47.00 |
| 209E60500 LINEAR GRADING | 7.6 MILE | $1,925 | $1,800 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 2.9 MILE | $855 | $3,000 |
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 →
| $265 |
| $240 |
| 2% |
| 608E10000 4" CONCRETE WALK | 2,600 SF | $15.40 | $15.50 | 1% |
| 617E10100 COMPACTED AGGREGATE | 529.2 CY | $70.00 | $55.00 | 1% |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 24 EACH | $1,451 | $1,665 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 18,251.2 GAL | $1.90 | $2.00 | 1% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 26 EACH | $1,150 | $1,000 | 1% |
| 644E00400 CHANNELIZING LINE, 8" | 19,706 FT | $1.40 | $1.40 | 1% |
| 644E00601 CROSSWALK LINE, AS PER PLAN | 5,744 FT | $4.80 | $4.80 | 1% |
| 809E69100 STOP-BAR RADAR DETECTION | 4 EACH | $6,136 | $6,418 | 1% |
| 632E90300 SIGNALIZATION, MISC.:MAINTENANCE OF TRAFFIC SIGNAL | 1 LS | $22,536 | $3,965 | 1% |
| 644E01300 LANE ARROW | 248 EACH | $85.00 | $85.00 | 1% |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 46,117 FT | $0.45 | $0.45 | 1% |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 20,462.8 LB | $1.00 | $0.80 | 1% |
| 608E52001 CURB RAMP, AS PER PLAN | 204 SF | $24.00 | $15.50 |
| 608E53021 DETECTABLE WARNING, AS PER PLAN | 208 SF | $30.00 | $30.00 |
| 609E26000 CURB, TYPE 6 | 15 FT | $54.00 | $35.00 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 20 EACH | $850 | $850 |
| 659E10000 SEEDING AND MULCHING | 336 SY | $6.50 | $2.00 |
| 832E30000 EROSION CONTROL | 4,000 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $1,300 | $825 |
| 618E41000 EDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) | 3.2 MILE | $1,530 | $1,730 |
| 621E00100 RPM | 413 EACH | $24.85 | $24.85 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 413 EACH | $12.00 | $12.00 |
| 642E00094 EDGE LINE, 6" | 8.53 MILE | $600 | $600 |
| 642E00194 LANE LINE, 6" | 6.28 MILE | $450 | $450 |
| 642E00290 CENTER LINE | 3.09 MILE | $700 | $700 |
| 642E01508 DOTTED LINE, 6" | 13,929 FT | $0.75 | $0.75 |
| 644E00500 STOP LINE | 1,400 FT | $5.75 | $5.75 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 3,833 FT | $5.00 | $5.00 |
| 644E00720 CHEVRON MARKING | 1,111 FT | $5.00 | $5.00 |
| 644E00900 ISLAND MARKING | 46 SF | $4.00 | $4.00 |
| 644E20800 YIELD LINE | 42 FT | $20.00 | $20.00 |
| 625E25300 CONDUIT, 1-1/2", 725.04 | 177 FT | $15.00 | $9.39 |
| 625E25600 CONDUIT, 4", 725.04 | 14 FT | $45.00 | $20.24 |
| 625E29000 TRENCH | 194 FT | $4.00 | $10.48 |
| 625E30706 PULL BOX, 725.08, 24" | 7 EACH | $854 | $964 |
| 625E31510 PULL BOX REMOVED | 5 EACH | $376 | $388 |
| 625E32000 GROUND ROD | 4 EACH | $419 | $217 |
| 632E05007 VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, | 6 EACH | $641 | $907 |
| 632E05087 VEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, | 7 EACH | $1,046 | $1,293 |
| 632E20730 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN | 6 EACH | $470 | $718 |
| 632E25000 COVERING OF VEHICULAR SIGNAL HEAD | 13 EACH | $34.00 | $36.45 |
| 632E25010 COVERING OF PEDESTRIAN SIGNAL HEAD | 6 EACH | $21.00 | $36.45 |
| 632E26000 PEDESTRIAN PUSHBUTTON | 6 EACH | $157 | $234 |
| 632E40200 SIGNAL CABLE, 2 CONDUCTOR, NO. 14 AWG | 1,700 FT | $2.75 | $1.83 |
| 632E40500 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | 1,715 FT | $2.00 | $2.31 |
| 632E40600 SIGNAL CABLE, 6 CONDUCTOR, NO. 14 AWG | 1,005 FT | $3.00 | $2.65 |
| 632E40700 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | 1,900 FT | $3.00 | $2.77 |
| 632E89900 PEDESTAL, 8', TRANSFORMER BASE | 3 EACH | $724 | $1,189 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 1 EACH | $5,671 | $4,630 |
| 633E01501 CONTROLLER UNIT, TYPE TS2/A1, WITH CABINET, TYPE T | 1 EACH | $13,689 | $15,895 |
| 633E74001 UNINTERRUPTIBLE POWER SUPPLY (UPS), AS PER PLAN | 1 EACH | $6,120 | $6,860 |
| 614E12460 WORK ZONE MARKING SIGN | 72 EACH | $95.00 | $95.00 |
| 614E12500 REPLACEMENT SIGN | 15 EACH | $95.00 | $150 |
| 614E12600 REPLACEMENT DRUM | 15 EACH | $60.00 | $60.00 |
| 614E20000 WORK ZONE LANE LINE, CLASS I, 4" | 12.6 MILE | $400 | $400 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 5.48 MILE | $700 | $700 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 2,868 FT | $3.00 | $3.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 362 EACH | $45.00 | $45.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $16,500 | $10,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $4,975 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 8,329.5 CY | $188 | $1.57M | 46% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $345,000 | $345k | 10% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" | 175,380 SY | $1.52 | $267k | 8% |
| 253E02000 PAVEMENT REPAIR | 951.1 CY | $195 | $185k | 5% |
| 442E20201 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 1,173.2 CY | $138 | $162k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" | 24,031.6 SY | $2.85 | $68k | 2% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) | 228.6 CY | $265 | $61k | 2% |
| 608E10000 4" CONCRETE WALK | 2,600 SF | $15.4 | $40k | 1% |
| 617E10100 COMPACTED AGGREGATE | 529.2 CY | $70 | $37k | 1% |