LOR-US 20/SR 301-16.93/19.54
LOR County · est $3.8M
Bid dateThursday, April 23—
LOR County · est $3.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 98 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Karvo Companies INC | % of bid |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 8,090 CY | $260 | $300 | 57% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(1.50") | 194,132 SY | $1.39 | $3.00 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $215,970 | $236,000 | 6% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 492 CY | $435 | $350 | 6% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 211 CY | $800 | $750 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $115,868 | $325,000 | 3% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 109 EACH | $990 | $985 | 3% |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 258 FT | $300 | $175 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 17,472 GAL | $2.70 | $2.50 | 1% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 46 EACH | $1,000 | $765 | 1% |
| 632E64021 PEDESTAL FOUNDATION, AS PER PLAN | 12 EACH | $3,800 | $3,800 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 440 HOUR | $100 | $125 | 1% |
| 608E10000 4" CONCRETE WALK | 2,560 SF | $16.00 | $10.25 | 1% |
| 608E52000 CURB RAMP | 2,131 SF | $17.50 | $17.75 | 1% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN (LONGITUDINAL) | 62 CY | $500 | $800 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,312.5 FT | $21.00 | $21.00 | 1% |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 3 EACH | $8,800 | $8,800 | 1% |
| 609E33000 CURB, TYPE 10 | 896 FT | $28.00 | $25.50 | 1% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 24 SNMT | $950 | $875 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 3,581 GAL | $6.00 | $5.00 | 1% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Karvo Companies INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,100 | $5,000 |
| 202E30000 WALK REMOVED | 4,307 SF | $3.50 | $2.35 |
| 202E32000 CURB REMOVED | 1,513 FT | $14.00 | $11.95 |
| 202E32500 CURB AND GUTTER REMOVED | 445 FT | $15.00 | $13.25 |
| 202E38000 GUARDRAIL REMOVED | 2,599.75 FT | $2.00 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 7 EACH | $200 | $200 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E |
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 →
| 5 EACH |
| $200 |
| $200 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 5 EACH | $200 | $200 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 6 EACH | $200 | $200 |
| 202E75000 FENCE REMOVED | 30 FT | $10.00 | $10.00 |
| 203E20001 EMBANKMENT, AS PER PLAN(GUARDRAIL) | 33 CY | $60.00 | $60.00 |
| 209E60500 LINEAR GRADING | 7.63 MILE | $993 | $2,000 |
| 209E61000 SPECIAL - SHAPING | 107 SY | $5.00 | $35.00 |
| 516E13400 3/4" PREFORMED EXPANSION JOINT FILLER | 214 SF | $4.00 | $20.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 687.5 FT | $21.00 | $21.00 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 112.5 FT | $29.00 | $29.00 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 75 FT | $8.00 | $8.00 |
| 606E25000 ANCHOR ASSEMBLY, TYPE A | 1 EACH | $1,450 | $1,450 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 7 EACH | $2,575 | $2,575 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $1,375 | $1,375 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 5 EACH | $1,375 | $1,375 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 6 EACH | $2,450 | $2,450 |
| 606E35100 BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 4 EACH | $725 | $725 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $725 | $725 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 300 FT | $44.00 | $40.50 |
| 609E26000 CURB, TYPE 6 | 317 FT | $32.00 | $27.50 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 4 EACH | $5,000 | $10,000 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 2 EACH | $1,000 | $645 |
| 623E39600 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE | 1 EACH | $1,800 | $1,525 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $1,172 | $800 |
| 601E32304 ROCK CHANNEL PROTECTION, TYPE D WITH GEOTEXTILE FA | 19 CY | $250 | $400 |
| 659E00301 TOPSOIL, AS PER PLAN(CURB RAMPS) | 23 CY | $130 | $145 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 611E04600 12" CONDUIT, TYPE C | 23 FT | $100 | $210 |
| 611E98370 CATCH BASIN, NO. 6 | 1 EACH | $5,800 | $6,650 |
| 611E99150 INLET ADJUSTED TO GRADE | 4 EACH | $1,500 | $1,395 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 3,000 LB | $2.75 | $2.25 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN (TRANSVERSE) | 21 CY | $800 | $1,000 |
| 254E01600 PATCHING PLANED SURFACE | 9,908 SY | $1.25 | $1.00 |
| 617E10100 COMPACTED AGGREGATE | 497 CY | $40.00 | $75.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 24 EACH | $800 | $550 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, 1 WAY, (W) | 11 EACH | $13.00 | $13.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL, (W/W) | 20 EACH | $13.00 | $13.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL, (Y/Y) | 11 EACH | $13.00 | $13.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $100 | $100 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 3 EACH | $50.00 | $50.00 |
| 644E00404 CHANNELIZING LINE, 12" | 8,040 FT | $1.85 | $1.85 |
| 644E00500 STOP LINE | 772 FT | $8.00 | $8.00 |
| 644E00620 CROSSWALK LINE, 12" | 1,942 FT | $6.00 | $6.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE(WHITE) | 174 FT | $6.75 | $6.75 |
| 644E00700 TRANSVERSE/DIAGONAL LINE(YELLOW) | 778 FT | $6.75 | $6.75 |
| 644E00900 ISLAND MARKING | 160 SF | $7.00 | $7.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 4 EACH | $385 | $385 |
| 644E01300 LANE ARROW | 125 EACH | $115 | $115 |
| 644E50300 PAVEMENT MARKING, MISC.:CROSSWALK LINE, 18", AS PE | 1,631 FT | $9.00 | $9.00 |
| 646E10010 EDGE LINE, 6"(WHITE) | 0.16 MILE | $5,750 | $5,750 |
| 646E10010 EDGE LINE, 6"(YELLOW) | 0.16 MILE | $5,750 | $5,750 |
| 646E10110 LANE LINE, 6" | 0.16 MILE | $5,750 | $5,750 |
| 646E10510 CROSSWALK LINE, 12" | 170 FT | $12.50 | $12.50 |
| AA2 644E00104 EDGE LINE, 6"(WHITE) (ALTERNATIVE 2) | 4.61 MILE | $3,201 | $3,000 |
| AA2 644E00104 EDGE LINE, 6"(YELLOW) (ALTERNATIVE 2) | 4.61 MILE | $3,201 | $3,000 |
| AA2 644E00204 LANE LINE, 6"(ALTERNATIVE 2) | 4.61 MILE | $1,974 | $1,850 |
| AA2 644E00300 CENTER LINE(ALTERNATIVE 2) | 0.03 MILE | $13,336 | $12,500 |
| AB2 644E00204 LANE LINE, 6"(ALTERNATIVE 2) | 3.74 MILE | $1,974 | $1,850 |
| AB2 644E00300 CENTER LINE(ALTERNATIVE 2) | 2.92 MILE | $5,068 | $4,750 |
| 625E31600 PULL BOX, MISC.:PULL BOX ADJUSTED TO GRADE, SLIP R | 5 EACH | $1,250 | $1,250 |
| 625E32000 GROUND ROD | 12 EACH | $450 | $450 |
| 632E20731 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN, | 5 EACH | $1,500 | $1,500 |
| 632E26000 PEDESTRIAN PUSHBUTTON | 5 EACH | $950 | $950 |
| 632E89920 PEDESTAL, 10.7' TALL, TRANSFORMER BASE | 5 EACH | $3,200 | $3,200 |
| 632E90010 PEDESTAL, MISC.:REUSE OF PEDESTRIAN PEDESTAL | 7 EACH | $1,450 | $1,450 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM(PEDES | 6 EACH | $900 | $900 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM(PEDES | 4 EACH | $1,200 | $1,200 |
| 632E90203 REUSE OF PEDESTRIAN SIGNAL HEAD, AS PER PLAN | 7 EACH | $1,200 | $1,200 |
| 632E90211 REUSE OF PEDESTRIAN PUSHBUTTON, AS PER PLAN | 7 EACH | $800 | $800 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,148 | $2,150 |
| 614E12460 WORK ZONE MARKING SIGN(R4-1-24) DO NOT PASS | 60 EACH | $164 | $75.00 |
| 614E12460 WORK ZONE MARKING SIGN(W8-H12A-36) NO EDGE LINE | 16 EACH | $166 | $75.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $125 | $250 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 23 EACH | $26.40 | $15.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 23 EACH | $36.90 | $25.00 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 16.7 MILE | $485 | $485 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 5.9 MILE | $1,075 | $1,075 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I ( | 0.08 MILE | $12,000 | $12,000 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I ( | 0.08 MILE | $12,000 | $12,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 16.7 MILE | $850 | $850 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 1,544 FT | $3.25 | $3.25 |
| 614E30400 WORK ZONE ARROW, CLASS I, 740.06, TYPE I (COMBINAT | 1 EACH | $550 | $550 |
| 614E30400 WORK ZONE ARROW, CLASS I, 740.06, TYPE I (LEFT) | 1 EACH | $275 | $275 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 560 FT | $15.30 | $16.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 72 FT | $55.00 | $22.17 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE B | 5 SY | $1,200 | $780 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 72 FT | $55.00 | $22.17 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE B | 15 SY | $1,000 | $780 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,280 | $15,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,200 | $3,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,300 | $10,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $1,641 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 8,090 CY | $260 | $2.10M | 49% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(1.50") | 194,132 SY | $1.39 | $270k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $215,970 | $216k | 5% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 492 CY | $435 | $214k | 5% |
| 251E01043 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 211 CY | $800 | $169k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $115,868 | $116k | 3% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 109 EACH | $990 | $108k | 2% |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 258 FT | $300 | $77k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 17,472 GAL | $2.7 | $47k | 1% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 46 EACH | $1,000 | $46k | 1% |