SEN-US 23-00.00 Resurf
SEN County · est $4.2M
Bid dateThursday, February 25—
SEN County · est $4.2M
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 · 74 more items below.
| Item | Quantity | R1M & B Asphalt CO INC | R2Gerken Paving INC | % of bid |
|---|---|---|---|---|
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 8,627 CY | $130 | $128 | 29% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 7,401 CY | $147 | $148 | 28% |
| 253E02000 PAVEMENT REPAIR | 4,366 CY | $153 | $140 | 17% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, | 179,543 SY | $1.57 | $2.15 | 7% |
| 617E10100 COMPACTED AGGREGATE | 2,137 CY | $50.00 | $42.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $92,000 | 3% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 53,261 FT | $1.10 | $1.60 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH2016 | 22 EACH |
| Item | Quantity | R1M & B Asphalt CO INC | R2Gerken Paving INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 95 SY | $7.60 | $72.00 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 334 SY | $15.00 | $7.60 |
| 202E32000 CURB REMOVED | 50 FT | $12.00 | $100 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 20 FT | $15.00 | $6.00 |
| 202E38000 GUARDRAIL REMOVED | 2,813 FT | $1.80 | $1.80 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 21 EACH | $135 | $135 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $65.00 |
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 →
| $2,340 |
| $2,340 |
| 1% |
| 407E20000 NON-TRACKING TACK COAT | 25,184 GAL | $2.00 | $1.95 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,444 FT | $16.60 | $16.60 | 1% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 134 SY | $280 | $280 | 1% |
| 442E20201 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 222 CY | $155 | $150 | 1% |
| 442E20001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 191 CY | $170 | $170 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $27,000 | $120,000 | 1% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 86 SY | $281 | $281 | 1% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 86 SY | $271 | $271 | 1% |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 30.12 MILE | $725 | $800 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $20,500 | 1% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 21 MILE | $900 | $605 | 0% |
| 621E00100 RPM | 798 EACH | $23.25 | $22.75 | 0% |
| $65.00 |
| 202E58100 CATCH BASIN REMOVED | 4 EACH | $500 | $1,200 |
| 203E10000 EXCAVATION | 160 CY | $17.55 | $17.55 |
| 203E20000 EMBANKMENT | 40 CY | $30.00 | $61.50 |
| 204E10000 SUBGRADE COMPACTION | 334 SY | $1.95 | $1.95 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 39 STA | $40.00 | $40.00 |
| 209E60500 LINEAR GRADING | 21 MILE | $600 | $1,000 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 17.18 MILE | $750 | $1,000 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 300 FT | $18.20 | $18.20 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 113 FT | $21.20 | $21.20 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 5 EACH | $960 | $960 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 3 EACH | $2,020 | $2,020 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 1 EACH | $2,260 | $2,260 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 1 EACH | $600 | $750 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 10 SY | $90.00 | $89.50 |
| 659E10000 SEEDING AND MULCHING | 2,254 SY | $2.45 | $1.90 |
| 659E20000 COMMERCIAL FERTILIZER | 0.3 TON | $349 | $500 |
| 659E35000 WATER | 13 MGAL | $1.00 | $10.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 |
| 611E04600 12" CONDUIT, TYPE C | 20 FT | $68.25 | $80.00 |
| 611E98150 CATCH BASIN, NO. 3 | 4 EACH | $3,700 | $4,000 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 5 EACH | $1,035 | $2,000 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 2 EACH | $1,400 | $2,400 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 107 CY | $170 | $178 |
| 304E20000 AGGREGATE BASE | 56 CY | $68.85 | $68.85 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 50 FT | $55.00 | $155 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 11 MILE | $900 | $605 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 765 EACH | $5.00 | $5.50 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BIDIRECTIONAL | 105 EACH | $7.40 | $7.40 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 6 EACH | $195 | $195 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 20.05 MILE | $675 | $650 |
| 642E00300 CENTER LINE, TYPE 1 | 10.05 MILE | $675 | $850 |
| 644E00500 STOP LINE | 171 FT | $12.00 | $16.00 |
| 644E40000 SPEED MEASUREMENT MARKING | 2 EACH | $400 | $150 |
| 690E98400 SPECIAL - ROAD WEATHER INFORMATION SENSOR | 1 LS | $6,500 | $6,150 |
| 632E90400 SIGNALIZATION, MISC.:UNLASH AND RELASH MESSENGER W | 1 EACH | $750 | $750 |
| 809E69100 STOP LINE RADAR DETECTION | 2 EACH | $8,500 | $8,500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $78.00 | $85.00 |
| 614E12460 WORK ZONE MARKING SIGN | 44 EACH | $95.00 | $110 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $110 | $90.00 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $50.00 | $45.00 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 30.12 MILE | $400 | $400 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 513 FT | $2.50 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 513 FT | $2.50 | $3.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $13,860 | $13,860 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $48.75 | $48.75 |
| 202E23500 WEARING COURSE REMOVED | 166 SY | $24.83 | $24.83 |
| 204E10000 SUBGRADE COMPACTION | 134 SY | $1.95 | $1.95 |
| 304E20000 AGGREGATE BASE | 23 CY | $68.85 | $68.85 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $1,596 | $1,596 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,844 LB | $1.50 | $1.50 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 100 LB | $1.50 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 332 EACH | $13.61 | $13.61 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 8 CY | $1,257 | $1,257 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 6 CY | $1,538 | $1,538 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 33 SY | $13.88 | $13.88 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 9 SF | $26.00 | $26.00 |
| 516E31000 JOINT SEALER, 705.04 | 68 FT | $11.12 | $11.12 |
| 517E70000 RAILING (TWIN STEEL TUBE) | 47.84 FT | $165 | $165 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 10 CY | $82.65 | $82.65 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 43 FT | $11.23 | $11.23 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 30 SF | $104 | $104 |
| 526E90010 TYPE A INSTALLATION | 92 FT | $169 | $169 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 2 CY | $324 | $324 |
| 848E50000 HAND CHIPPING | 15 SY | $107 | $107 |
| 848E50100 TEST SLAB | 1 LS | $1,012 | $1,012 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 96 FT | $13.65 | $13.65 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $7,000 | $10,620 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 8,627 CY | $130 | $1.12M | 27% |
| 442E10001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 7,401 CY | $146.75 | $1.09M | 26% |
| 253E02000 PAVEMENT REPAIR | 4,366 CY | $153 | $668k | 16% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, | 179,543 SY | $1.57 | $282k | 7% |
| 617E10100 COMPACTED AGGREGATE | 2,137 CY | $50 | $107k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 53,261 FT | $1.1 | $59k | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH2016 | 22 EACH | $2,340 | $51k | 1% |
| 407E20000 NON-TRACKING TACK COAT | 25,184 GAL | $2 | $50k | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,444 FT | $16.6 | $41k | 1% |