POR-SR 303-04.50
POR County · est $1.2M
Bid dateThursday, April 9—
POR County · est $1.2M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 64 more items below.
| Item | Quantity | R1Karvo Companies INC | % of bid |
|---|---|---|---|
| 203E20000 EMBANKMENT | 8,317 CY | $25.00 | 19% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,093 CY | $185 | 18% |
| 202E23000 PAVEMENT REMOVED | 4,827 SY | $22.50 | 10% |
| 304E20000 AGGREGATE BASE | 1,140 CY | $75.00 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $75,000 | 7% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (316 CY | $225 | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 270 CY | $235 | 6% |
| 203E10000 EXCAVATION | 1,991 CY | $25.00 | 4% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 4,773 SY | $7.00 | 3% |
| 206E10500 CEMENT | 145 TON | $210 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $29,880 | 3% |
| 659E00300 TOPSOIL | 632 CY | $45.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $24,518 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,500 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | 2% |
| 832E30000 EROSION CONTROL | 17,878 EACH | $1.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 750 FT | $22.00 | 1% |
| 614E12420 DETOUR SIGNING | 1 LS | $15,000 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,500 | 1% |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $10,000 | 1% |
| Item | Quantity | R1Karvo Companies INC |
|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 1,169 FT | $2.00 |
| 202E98100 REMOVAL MISC.:INSPECTION WELL | 1 EACH | $325 |
| 202E98200 REMOVAL MISC.:CONDUIT | 150 FT | $12.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 50 CY | $60.00 |
| 203E98500 ROADWAY, MISC.: PRE-CONSTRUCTION VIDEO TAPING | 1 LS | $450 |
| 204E10000 SUBGRADE COMPACTION | 2,080 SY | $1.50 |
| 204E45000 PROOF ROLLING | 3.5 HOUR | $250 |
| 206E11000 CURING COAT | 4,773 SY | $1.25 |
| 206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | 1 LS |
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 →
| $5,000 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 3 EACH | $2,500 |
| 607E35001 FENCE REMOVED AND REBUILT, AS PER PLAN | 67 FT | $65.00 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 1 EACH | $550 |
| 654E10001 RENOVATING EXISTING SOIL, AS PER PLAN | 7 MSF | $275 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $5,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $2,400 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 25 CY | $250 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $25.00 |
| 659E10000 SEEDING AND MULCHING | 5,694 SY | $1.25 |
| 659E14000 REPAIR SEEDING AND MULCHING | 284 SY | $1.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.77 TON | $250 |
| 659E31000 LIME | 1.18 ACRE | $25.00 |
| 659E35000 WATER | 31 MGAL | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 2,879 SY | $1.25 |
| 670E00700 DITCH EROSION PROTECTION | 56 SY | $1.50 |
| 671E14000 EROSION CONTROL MAT | 697 SY | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $7,500 |
| 605E31100 AGGREGATE DRAINS | 418 FT | $15.00 |
| 611E00900 6" CONDUIT, TYPE B | 50 FT | $25.00 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $25.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $25.00 |
| 611E97400 CONDUIT, MISC.:TYPE C FOR DRAINAGE DISCHARGE CONTI | 50 FT | $25.00 |
| 611E97400 CONDUIT, MISC.:TYPE E FOR DRAINAGE DISCHARGE CONTI | 50 FT | $25.00 |
| 611E97400 CONDUIT, MISC.:TYPE F FOR DRAINAGE DISCHARGE CONTI | 50 FT | $25.00 |
| 611E99720 INSPECTION WELL | 1 EACH | $500 |
| 407E20000 NON-TRACKING TACK COAT | 712 GAL | $2.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 238 GAL | $6.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $350 |
| 617E10100 COMPACTED AGGREGATE | 51 CY | $150 |
| 617E20000 SHOULDER PREPARATION | 593 SY | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 16 EACH | $12.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 52 FT | $12.50 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 13.9 FT | $10.00 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 29.6 FT | $25.00 |
| 630E08600 SIGN POST REFLECTOR | 7 EACH | $40.00 |
| 630E80100 SIGN, FLAT SHEET | 54.5 SF | $20.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 13 EACH | $5.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 13 EACH | $5.00 |
| 644E00100 EDGE LINE, 4" | 0.51 MILE | $5,000 |
| 644E00300 CENTER LINE | 0.39 MILE | $8,250 |
| 644E00400 CHANNELIZING LINE, 8" | 368 FT | $3.50 |
| 644E00500 STOP LINE | 26 FT | $10.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 231 FT | $10.00 |
| 644E00900 ISLAND MARKING | 84 SF | $10.00 |
| 644E01300 LANE ARROW | 6 EACH | $150 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $125 |
| 614E12460 WORK ZONE MARKING SIGN | 6 EACH | $90.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $300 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $900 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.39 MILE | $1,500 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 368 FT | $2.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 26 FT | $10.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 6 EACH | $100 |
| 616E10000 WATER | 20 MGAL | $5.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 8,317 CY | $25 | $208k | 17% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,093 CY | $185 | $202k | 16% |
| 202E23000 PAVEMENT REMOVED | 4,827 SY | $22.5 | $109k | 9% |
| 304E20000 AGGREGATE BASE | 1,140 CY | $75 | $86k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $75,000 | $75k | 6% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (316 CY | $225 | $71k | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 270 CY | $235 | $63k | 5% |
| 203E10000 EXCAVATION | 1,991 CY | $25 | $50k | 4% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 4,773 SY | $7 | $33k | 3% |
| 206E10500 CEMENT | 145 TON | $210 | $30k | 2% |