GEA-US 422-01.46/VAR Drainage
GEA County · est $0.5M
Bid dateThursday, February 13—
GEA County · est $0.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 39 more items below.
| Item | Quantity | R1Madex Construction CO | R2Barbicas Construction Company INC | % of bid |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 2,704 CY | $33.79 | $30.00 | 17% |
| 203E10000 EXCAVATION | 2,804 CY | $31.57 | $30.00 | 16% |
| 624E10000 MOBILIZATION | 1 LS | $41,337 | $30,000 | 8% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 750 FT | $51.94 | $100 | 7% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 270 CY | $141 | $175 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,684 | $300,000 | 6% |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (15 CY | $1,939 | $1,300 | 5% |
| 659E00300 TOPSOIL | 268 CY | $88.19 | $75.00 | 4% |
| 611E06701 15" CONDUIT, TYPE F, AS PER PLAN, BROKEN BACK PIPE | 153 FT | $140 | $140 | 4% |
| 832E30000 EROSION CONTROL | 21,000 EACH | $1.00 | $1.00 | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,587 | $30,000 | 3% |
| 202E98000 REMOVAL MISC.: CONCRETE GUTTER AND ROADWAY DEBRIS | 1 LS | $17,458 | $20,000 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 11 CY | $1,389 | $1,121 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,053 | $20,000 | 3% |
| 659E00580 SEEDING AND MULCHING, CLASS 5B | 2,450 SY | $4.28 | $3.00 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 375 FT | $25.94 | $22.00 | 2% |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 6 MNTH | $1,441 | $700 | 2% |
| 602E20000 CONCRETE MASONRY | 4 CY | $1,986 | $1,500 | 1% |
| 670E00500 SLOPE EROSION PROTECTION | 1,740 SY | $4.05 | $7.00 | 1% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,146 | $800 | 1% |
| Item | Quantity | R1Madex Construction CO | R2Barbicas Construction Company INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 43 SY | $100 | $100 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 255 FT | $17.97 | $6.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 8 FT | $115 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 487.5 FT | $3.47 | $2.00 |
| 202E75000 FENCE REMOVED | 124 FT | $4.05 | $3.50 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 5.5 STA | $185 | $160 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 150 FT |
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 →
| $37.75 |
| $32.00 |
| 607E15000 FENCE, TYPE 47 | 119 FT | $50.95 | $44.00 |
| 625E32000 GROUND ROD | 1 EACH | $376 | $325 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 32 SY | $181 | $100 |
| 616E10000 WATER | 12 MGAL | $40.53 | $15.00 |
| 654E11000 COMMERCIAL FERTILIZER | 0.33 TON | $1,158 | $500 |
| 659E00100 SOIL ANALYSIS TEST | 3 EACH | $347 | $400 |
| 659E14000 REPAIR SEEDING AND MULCHING | 121 SY | $1.16 | $1.00 |
| 659E15000 INTER-SEEDING | 121 SY | $1.16 | $1.00 |
| 659E31000 LIME | 0.5 ACRE | $174 | $200 |
| 659E35000 WATER | 13.3 MGAL | $5.79 | $5.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 20 FT | $109 | $10.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 66 FT | $77.47 | $12.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $90.78 | $12.00 |
| 611E05900 15" CONDUIT, TYPE B | 23 FT | $206 | $200 |
| 611E13400 30" CONDUIT, TYPE B | 10 FT | $587 | $200 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $653 | $250 |
| 304E20000 AGGREGATE BASE | 8 CY | $331 | $311 |
| 407E20000 NON-TRACKING TACK COAT | 5 GAL | $347 | $3.20 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3 CY | $1,795 | $3,100 |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 3 CY | $1,795 | $3,100 |
| 646E10010 EDGE LINE, 6" | 0.39 MILE | $7,526 | $5,500 |
| 646E10110 LANE LINE, 6" | 0.37 MILE | $7,526 | $5,500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 32 HOUR | $104 | $90.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,547 | $3,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 16 EACH | $16.21 | $50.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 16 EACH | $20.84 | $50.00 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 0.23 MILE | $4,400 | $3,500 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.23 MILE | $4,400 | $5,000 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 1,590 FT | $1.16 | $0.50 |
| 630E97800 SIGNING, MISC.:ADDITIONAL SIGNS, GROUND MOUNTED, A | 150 SF | $5.74 | $20.00 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $2,895 | $6,500 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $2,895 | $1,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 2,704 CY | $33.79 | $91k | 14% |
| 203E10000 EXCAVATION | 2,804 CY | $31.57 | $89k | 14% |
| 624E10000 MOBILIZATION | 1 LS | $41,337 | $41k | 6% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 750 FT | $51.94 | $39k | 6% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 270 CY | $141.21 | $38k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,684 | $31k | 5% |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (15 CY | $1,939 | $29k | 5% |
| 659E00300 TOPSOIL | 268 CY | $88.19 | $24k | 4% |
| 611E06701 15" CONDUIT, TYPE F, AS PER PLAN, BROKEN BACK PIPE | 153 FT | $139.96 | $21k | 3% |
| 832E30000 EROSION CONTROL | 21,000 EACH | $1 | $21k | 3% |