BEL-SR 7-09.77
BEL County · est $1.2M
Bid dateThursday, May 26—
BEL 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 · 52 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|
| 611E96601 CONDUIT, BORED OR JACKED, AS PER PLAN, 42", TYPE A | 203 FT | $1,988 | 26% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,196 CY | $230 | 18% |
| 203E10000 EXCAVATION | 2,928 CY | $30.34 | 6% |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 208 CY | $424 | 6% |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 201 CY | $424 | 5% |
| 304E20000 AGGREGATE BASE | 820 CY | $101 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $80,000 | 5% |
| 832E30000 EROSION CONTROL | 68,850 EACH | $1.00 | 4% |
| 611E97600 CONDUIT, MISC.: FILL AND PLUG EXISTING BOX CULVERT | 130 CY | $409 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,970 FT | $23.28 | 3% |
| 622E90000 BARRIER, MISC.: NEW JERSEY SHAPE TYPE A | 175 FT | $225 | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $38,160 | 2% |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 2.6 MILE | $13,639 | 2% |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 9.9 CY | $3,081 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,197 | 2% |
| 202E23000 PAVEMENT REMOVED | 4,281 SY | $6.77 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 175 FT | $122 | 1% |
| 659E00300 TOPSOIL | 290 CY | $72.40 | 1% |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 5 MNTH | $3,800 | 1% |
| 202E30700 CONCRETE BARRIER REMOVED | 175 FT | $106 | 1% |
| Item | Quantity | R1Ohio-west Virginia Excavating CO |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,150 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $4,400 |
| 202E38000 GUARDRAIL REMOVED | 175 FT | $20.63 |
| 203E10001 EXCAVATION, AS PER PLAN | 50 CY | $72.66 |
| 203E20000 EMBANKMENT | 210 CY | $31.86 |
| 204E10000 SUBGRADE COMPACTION | 5,014 SY | $2.35 |
| 204E45000 PROOF ROLLING | 3 HOUR | $255 |
| 209E60201 LINEAR GRADING, AS PER PLAN | 34 STA | $363 |
| 623E40501 REFERENCE MONUMENT, TYPE A, AS PER PLAN |
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 EACH |
| $1,052 |
| 601E11000 RIPRAP, TYPE D | 4 SY | $1,730 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $466 |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 21 CY | $537 |
| 659E00100 SOIL ANALYSIS TEST | 3 EACH | $129 |
| 659E10000 SEEDING AND MULCHING | 2,614 SY | $2.06 |
| 659E14000 REPAIR SEEDING AND MULCHING | 131 SY | $2.06 |
| 659E20000 COMMERCIAL FERTILIZER | 0.35 TON | $1,800 |
| 659E31000 LIME | 0.54 ACRE | $103 |
| 659E35000 WATER | 14 MGAL | $1.29 |
| 836E10030 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 185 SY | $10.28 |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 348 FT | $24.76 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 522 FT | $16.04 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 79 FT | $49.38 |
| 611E97200 CONDUIT, MISC.: BORE HOLES FOR FILLING EXISTING BO | 3 EACH | $4,433 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $227 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 521 SY | $15.89 |
| 254E01600 PATCHING PLANED SURFACE | 26 SY | $195 |
| 407E20000 NON-TRACKING TACK COAT | 259 GAL | $4.50 |
| 617E10100 COMPACTED AGGREGATE | 47 CY | $152 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 0.7 MILE | $10,284 |
| 621E00100 RPM | 78 EACH | $80.34 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 78 EACH | $46.92 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE WAY | 6 EACH | $14.14 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE WAY | 3 EACH | $14.14 |
| 646E10010 EDGE LINE, 6" | 0.8 MILE | $9,960 |
| 646E10110 LANE LINE, 6" | 1.13 MILE | $4,311 |
| 646E10310 CHANNELIZING LINE, 12" | 40 FT | $6.62 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $83.55 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,930 FT | $1.29 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,560 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 118 EACH | $30.85 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, ONE WAY | 32 EACH | $53.99 |
| 614E13350 OBJECT MARKER, ONE WAY | 84 EACH | $41.13 |
| 614E13360 OBJECT MARKER, TWO WAY | 66 EACH | $41.13 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 1.13 MILE | $1,253 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.8 MILE | $1,446 |
| 614E23130 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 873 | 380 FT | $7.71 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 40 FT | $15.43 |
| 614E24122 WORK ZONE DOTTED LINE, CLASS I, 6", 873 | 2,750 FT | $0.96 |
| 616E10000 WATER | 10 MGAL | $12.86 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $6,427 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,410 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,800 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96601 CONDUIT, BORED OR JACKED, AS PER PLAN, 42", TYPE A | 203 FT | $1,988 | $404k | 23% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,196 CY | $230.1 | $275k | 15% |
| 203E10000 EXCAVATION | 2,928 CY | $30.34 | $89k | 5% |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 208 CY | $424.2 | $88k | 5% |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 201 CY | $424.2 | $85k | 5% |
| 304E20000 AGGREGATE BASE | 820 CY | $101.33 | $83k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $80,000 | $80k | 4% |
| 832E30000 EROSION CONTROL | 68,850 EACH | $1 | $69k | 4% |
| 611E97600 CONDUIT, MISC.: FILL AND PLUG EXISTING BOX CULVERT | 130 CY | $408.65 | $53k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,970 FT | $23.28 | $46k | 3% |