FUL-US 20A/SR 109-18.23/05.85 Resrf
FUL County · est $3.0M
Bid dateThursday, February 11—
FUL County · est $3.0M
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 | R2Shelly Company | % of bid |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 5,596.7 CY | $128 | $144 | 27% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,912.4 CY | $155 | $170 | 17% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,292 CY | $150 | $157 | 13% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" | 114,644 SY | $2.62 | $2.30 | 11% |
| 253E02000 PAVEMENT REPAIR | 1,690 CY | $150 | $157 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $124,000 | $55,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 4% |
| 617E10100 COMPACTED AGGREGATE | 968 CY |
| Item | Quantity | R1Gerken Paving INC | R2Shelly Company |
|---|---|---|---|
| 202E30000 WALK REMOVED | 920 SF | $3.70 | $3.85 |
| 202E32000 CURB REMOVED | 135 FT | $7.00 | $7.00 |
| 202E38000 GUARDRAIL REMOVED | 3,213 FT | $2.00 | $1.40 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 11 EACH | $125 | $100 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 7 EACH | $95.00 | $75.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 4 EACH | $115 | $75.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 16 EACH | $55.00 |
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 →
| $50.00 |
| $46.00 |
| 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,275 FT | $16.80 | $15.95 | 1% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 19,122 FT | $1.70 | $2.20 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 16,539 GAL | $1.95 | $1.00 | 1% |
| 606E60029 IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL), AS PER | 1 EACH | $28,935 | $26,910 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 11 EACH | $2,200 | $2,150 | 1% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 8.53 MILE | $2,800 | $1,300 | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 12 EACH | $1,985 | $1,830 | 1% |
| 872E10000 VOID REDUCING ASPHALT MEMBRANE (VRAM) | 13,988 FT | $1.70 | $2.20 | 1% |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 30 MILE | $700 | $650 | 1% |
| 452E14010 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 252.6 SY | $75.00 | $75.00 | 1% |
| 209E60500 LINEAR GRADING | 10 MILE | $1,800 | $1,300 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 938 FT | $18.00 | $18.50 | 1% |
| $100 |
| 203E20000 EMBANKMENT | 100 CY | $62.50 | $38.60 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 46 STA | $39.00 | $60.00 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 100 CY | $77.00 | $48.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 4 EACH | $1,820 | $1,825 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 7 EACH | $950 | $885 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $765 | $750 |
| 608E10000 4" CONCRETE WALK | 150 SF | $12.75 | $12.75 |
| 608E52000 CURB RAMP | 920 SF | $12.75 | $12.75 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 67 EACH | $8.00 | $7.50 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 7 EACH | $1,400 | $950 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 4 EACH | $1,950 | $1,250 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $1,400 | $950 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 3 EACH | $1,950 | $1,200 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 1 EACH | $900 | $750 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 2 EACH | $630 | $750 |
| 202E23000 PAVEMENT REMOVED | 252.6 SY | $29.00 | $32.00 |
| 255E10010 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 67 SY | $143 | $143 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 320 FT | $6.00 | $6.00 |
| 257E10000 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 1,638 SY | $5.70 | $5.45 |
| 258E10000 RETROFIT DOWEL BAR | 122 EACH | $114 | $114 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 8 MILE | $765 | $765 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4 MILE | $765 | $765 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" | 8,905 SY | $1.65 | $1.50 |
| 621E00100 RPM | 395 EACH | $29.00 | $29.75 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 395 EACH | $4.00 | $4.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 10 MILE | $700 | $650 |
| 642E00300 CENTER LINE, TYPE 1 | 9.8 MILE | $750 | $800 |
| 644E00404 CHANNELIZING LINE, 12" | 125 FT | $2.00 | $3.00 |
| 644E00500 STOP LINE | 96 FT | $7.00 | $8.00 |
| 644E00600 CROSSWALK LINE | 1,115 FT | $5.75 | $6.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 167 FT | $6.00 | $6.00 |
| 644E01200 PARKING LOT STALL MARKING | 1,848 FT | $2.00 | $2.00 |
| 644E01300 LANE ARROW | 1 EACH | $100 | $90.00 |
| 644E40000 SPEED MEASUREMENT MARKING | 6 EACH | $200 | $100 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 25 HOUR | $85.00 | $60.00 |
| 614E12460 WORK ZONE MARKING SIGN | 20 EACH | $110 | $100 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $90.00 | $144 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $45.00 | $56.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 18.9 MILE | $750 | $800 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 375 FT | $1.00 | $1.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 288 FT | $3.00 | $3.00 |
| 202E38602 BRIDGE RAILING REMOVED FOR REUSE | 87.5 FT | $4.80 | $3.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 330 SY | $11.50 | $3.00 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 120 FT | $19.60 | $19.60 |
| 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN | 87.5 FT | $55.20 | $51.50 |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 87.5 FT | $77.60 | $87.65 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,000 | $6,500 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $6,000 | $2,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,500 | $7,070 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 5,596.7 CY | $128 | $716k | 25% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,912.4 CY | $155 | $451k | 16% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,292 CY | $150 | $344k | 12% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" | 114,644 SY | $2.62 | $300k | 10% |
| 253E02000 PAVEMENT REPAIR | 1,690 CY | $150 | $254k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $124,000 | $124k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 617E10100 COMPACTED AGGREGATE | 968 CY | $50 | $48k | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,275 FT | $16.8 | $38k | 1% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 19,122 FT | $1.7 | $33k | 1% |