Was-SR 807-00.00
Washington County · est $5.1M
Bid dateThursday, May 22—
Washington County · est $5.1M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 99 more items below.
| Item | Quantity | R1Shelly & Sands INC | % of bid |
|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 4,583 CY | $265 | 31% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 5,033 CY | $190 | 25% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $248,900 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $225,000 | 6% |
| 253E02000 PAVEMENT REPAIR | 360 CY | $435 | 4% |
| 609E26000 CURB, TYPE 6 | 2,924 FT | $50.00 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.75" | 22,431 SY | $4.25 | 2% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 359 CY | $260 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 25,905 SY | $3.60 | 2% |
| 622E10060 CONCRETE BARRIER, SINGLE SLOPE, TYPE B | 902 FT | $100 | 2% |
| 304E20000 AGGREGATE BASE | 521 CY | $170 | 2% |
| 608E10000 4" CONCRETE WALK | 7,629 SF | $10.00 | 2% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 620 SY | $110 | 2% |
| 617E10100 COMPACTED AGGREGATE | 552 CY | $100 | 1% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 250 CY | $214 | 1% |
| 608E52000 CURB RAMP | 1,735 SF | $30.00 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 13,171 GAL | $3.50 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 10,434 SY | $4.25 | 1% |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 11 EACH | $4,000 | 1% |
| 644E00104 EDGE LINE, 6" | 8.44 MILE | $4,800 | 1% |
| Item | Quantity | R1Shelly & Sands INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 |
| 202E23000 PAVEMENT REMOVED | 1,230 SY | $16.50 |
| 202E23500 WEARING COURSE REMOVED | 5,255 SY | $4.00 |
| 202E30000 WALK REMOVED | 4,215 SF | $2.40 |
| 202E30700 CONCRETE BARRIER REMOVED | 1,137 FT | $20.00 |
| 202E32000 CURB REMOVED | 683 FT | $8.00 |
| 202E32700 GUTTER REMOVED | 2 SY | $250 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 176 FT | $19.00 |
| 202E35101 PIPE REMOVED, 24" DIAMETER AND UNDER, AS PER PLAN | 185 FT | $45.00 |
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 →
| 202E38000 GUARDRAIL REMOVED | 487.5 FT | $3.75 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $845 |
| 202E98200 REMOVAL MISC.: ASPHALT CURB | 225 FT | $10.00 |
| 203E10000 EXCAVATION | 507 CY | $40.00 |
| 203E20000 EMBANKMENT | 37 CY | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 1,433 SY | $8.00 |
| 209E10000 DITCH CLEANOUT | 255 FT | $10.00 |
| 209E60200 LINEAR GRADING | 8 STA | $600 |
| 606E15050 GUARDRAIL, TYPE MGS | 537.5 FT | $22.50 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,675 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,340 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 1 EACH | $2,835 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $535 |
| 606E60028 IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL) (45 MPH/ | 1 EACH | $26,750 |
| 607E23000 FENCE, TYPE CLT | 420 FT | $31.00 |
| 607E61200 GATE, TYPE CLT | 1 EACH | $2,675 |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 225 FT | $45.00 |
| 609E57001 8" CONCRETE TRAFFIC ISLAND, AS PER PLAN | 113 SY | $260 |
| 622E10200 BARRIER TRANSITION | 1 EACH | $8,000 |
| 622E24840 CONCRETE BARRIER END SECTION, TYPE B | 1 EACH | $8,000 |
| 622E25004 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 7 EACH | $4,500 |
| 601E11000 RIPRAP, TYPE D | 3 SY | $600 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 637 SY | $9.50 |
| 832E30000 EROSION CONTROL | 7,000 EACH | $1.00 |
| 511E71100 CONCRETE, MISC.:CONDUIT BACKFILL | 24 CY | $300 |
| 602E20000 CONCRETE MASONRY | 1 CY | $3,500 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 1,117 FT | $20.00 |
| 611E00200 4" CONDUIT, TYPE C | 14 FT | $36.00 |
| 611E04400 12" CONDUIT, TYPE B | 99 FT | $104 |
| 611E04600 12" CONDUIT, TYPE C | 21 FT | $141 |
| 611E05700 15" CONDUIT, TYPE A | 123 FT | $192 |
| 611E05900 15" CONDUIT, TYPE B | 85 FT | $131 |
| 611E07200 18" CONDUIT, TYPE A | 62 FT | $197 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $3,000 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 12 EACH | $1,000 |
| 611E99094 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B | 3 EACH | $12,000 |
| 611E99150 INLET ADJUSTED TO GRADE | 1 EACH | $800 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 1 EACH | $4,500 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 18 EACH | $1,000 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 5,181 FT | $4.30 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 0.5" AVG | 25,906 SY | $1.50 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2" | 6,137 SY | $3.60 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 1,125 SY | $4.25 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, 1.5" M | 1,478 SY | $5.70 |
| 254E01600 PATCHING PLANED SURFACE | 571 SY | $10.00 |
| 408E10000 PRIME COAT | 2,121 GAL | $5.00 |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (22 CY | $700 |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 9 CY | $800 |
| 442E22400 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 1 CY | $800 |
| 452E14050 10" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 85 SY | $230 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 3.08 MILE | $5,000 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 1.54 MILE | $3,700 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 1.54 MILE | $10,360 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 13 EACH | $750 |
| 621E00100 RPM | 403 EACH | $37.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 403 EACH | $9.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 14 FT | $21.50 |
| 630E80100 SIGN, FLAT SHEET | 6.25 SF | $26.80 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $21.40 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $110 |
| 630E86321 REMOVAL OF STRUCTURE MOUNTED SIGN AND REERECTION, | 1 EACH | $620 |
| 630E97700 SIGNING, MISC.:SOLAR POWERED RRFB | 2 EACH | $11,775 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.72 MILE | $6,500 |
| 642E00204 LANE LINE, 6", TYPE 1 | 0.36 MILE | $3,200 |
| 644E00204 LANE LINE, 6" | 0.38 MILE | $2,350 |
| 644E00300 CENTER LINE | 5.15 MILE | $5,600 |
| 644E00400 CHANNELIZING LINE, 8" | 200 FT | $2.60 |
| 644E00404 CHANNELIZING LINE, 12" | 561 FT | $3.00 |
| 644E00500 STOP LINE | 579 FT | $9.75 |
| 644E00620 CROSSWALK LINE, 12" | 308 FT | $4.85 |
| 644E00630 CROSSWALK LINE, 24" | 155 FT | $9.65 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 981 FT | $9.65 |
| 644E00900 ISLAND MARKING | 112 SF | $3.55 |
| 644E01300 LANE ARROW | 6 EACH | $120 |
| 614E12460 WORK ZONE MARKING SIGN | 84 EACH | $100 |
| 614E20100 WORK ZONE LANE LINE, CLASS I, 4", 642 PAINT | 0.99 MILE | $1,875 |
| 614E20500 WORK ZONE LANE LINE, CLASS II, 4", 642 PAINT | 1.17 MILE | $500 |
| 614E20550 WORK ZONE LANE LINE, CLASS III, 4", 642 PAINT | 0.39 MILE | $2,400 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 10.32 MILE | $1,600 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 12.26 MILE | $300 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 9.86 MILE | $1,100 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 3.49 MILE | $1,525 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 1.66 MILE | $8,185 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.86 MILE | $1,952 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 2,184 FT | $1.10 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 4,845 FT | $0.75 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 239 FT | $7.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $21,130 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 4,583 CY | $265 | $1.21M | 25% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 5,033 CY | $190 | $956k | 20% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $248,900 | $249k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $225,000 | $225k | 5% |
| 253E02000 PAVEMENT REPAIR | 360 CY | $435 | $157k | 3% |
| 609E26000 CURB, TYPE 6 | 2,924 FT | $50 | $146k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.75" | 22,431 SY | $4.25 | $95k | 2% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 359 CY | $260 | $93k | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 25,905 SY | $3.6 | $93k | 2% |
| 622E10060 CONCRETE BARRIER, SINGLE SLOPE, TYPE B | 902 FT | $100 | $90k | 2% |