CLI-/GRE Culverts FY19
CLI County · est $0.6M
Bid dateThursday, October 25—
CLI County · est $0.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 66 more items below.
| Item | Quantity | R1Belgray, INC | R2Axis Civil Construction LLC | % of bid |
|---|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05, DESIGN EARTH COVE | 87 FT | $680 | $1,050 | 13% |
| 611E97400 CONDUIT, MISC.: 6' x 3' CONDUIT, TYPE A, 706.05, D | 48 FT | $770 | $1,050 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $33,224 | $20,000 | 7% |
| 203E20000 EMBANKMENT | 1,091 CY | $27.00 | $35.00 | 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 95 CY | $290 | $200 | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 100 CY | $265 | $175 | 6% |
| 611E97400 CONDUIT, MISC.: 6' X 3' CONDUIT, TYPE A, 706.05, D | 31 FT | $785 | $1,025 | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 22 CY | $1,040 | $425 | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 27 CY | $825 | $450 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $35,000 | 5% |
| 601E11000 RIPRAP, TYPE D | 107 SY | $170 | $170 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 19 CY | $950 | $425 | 4% |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $17,000 | $4,000 | 4% |
| 614E12420 DETOUR SIGNING | 1 LS | $16,500 | $13,845 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $1,550 | $1,600 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $10,000 | 3% |
| 832E30000 EROSION CONTROL | 12,000 EACH | $1.00 | $1.00 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 4 CY | $3,000 | $2,200 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6 CY | $2,000 | $2,200 | 3% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $11,200 | $7,200 | 3% |
| Item | Quantity | R1Belgray, INC | R2Axis Civil Construction LLC |
|---|---|---|---|
| 202E23010 PAVEMENT REMOVED, ASPHALT | 351 SY | $21.00 | $12.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 103 FT | $8.00 | $40.00 |
| 202E75000 FENCE REMOVED | 530 FT | $6.00 | $4.00 |
| 203E10000 EXCAVATION | 280 CY | $38.00 | $35.00 |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN | 106 CY | $60.00 | $95.00 |
| 204E10000 SUBGRADE COMPACTION | 392 SY | $4.00 | $2.00 |
| 204E50000 GEOTEXTILE FABRIC | 378 SY | $3.00 |
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 →
| $3.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 512.5 FT | $19.50 | $17.00 |
| 606E16001 GUARDRAIL REBUILT, AS PER PLAN | 100 FT | $32.50 | $20.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, ROADWAY | 4 EACH | $2,175 | $2,200 |
| 623E38500 MONUMENT ASSEMBLY | 6 EACH | $575 | $1,500 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 19 CY | $110 | $110 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 11 CY | $130 | $110 |
| 659E10000 SEEDING AND MULCHING | 3,985 SY | $2.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.54 TON | $550 | $500 |
| 659E31000 LIME | 0.82 ACRE | $400 | $200 |
| 659E35000 WATER | 21.5 MGAL | $75.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 106 SY | $3.00 | $4.00 |
| 670E00700 DITCH EROSION PROTECTION | 507 SY | $2.50 | $4.00 |
| 601E54000 CHANNEL PROTECTION, MISC.: ARMORTEC A-JACKS | 1 LS | $7,000 | — |
| 601E34401 ROCK CHANNEL PROTECTION, WITH GROUT, AS PER PLAN | 9 CY | — | $270 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (DEPTH = 1.25") | 172 SY | $40.00 | $60.00 |
| 304E20000 AGGREGATE BASE | 102 CY | $85.00 | $70.00 |
| 407E10000 TACK COAT | 77 GAL | $6.00 | $3.00 |
| 621E00100 RPM | 3 EACH | $915 | $915 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $10.00 | $13.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 8 EACH | $9.00 | $7.50 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 6 EACH | $15.00 | $15.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 6 EACH | $20.00 | $15.00 |
| 642E00090 EDGE LINE, 4" | 0.4 MILE | $2,540 | $500 |
| 642E00094 EDGE LINE, 6" | 0.07 MILE | $88,980 | $88,980 |
| 642E00290 CENTER LINE | 0.24 MILE | $2,910 | $2,910 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 52 SF | $135 | $190 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 30 SF | $340 | $190 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 17 SF | $360 | $190 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $4,800 | $25,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,600 | $5,600 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,300 | $12,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,206 LB | $2.00 | $1.50 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,500 | $1,300 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 25 SY | $40.00 | $36.00 |
| 512E33000 TYPE 2 WATERPROOFING | 29 SY | $20.00 | $26.00 |
| 512E33010 TYPE 3 WATERPROOFING | 30 SY | $53.00 | $45.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 20 SF | $17.00 | $10.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,800 | $3,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $8,000 | $7,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $2,600 | $8,500 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $10,000 | $10,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,672 LB | $2.00 | $1.40 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,500 | $1,200 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 35 SY | $40.00 | $36.00 |
| 512E33000 TYPE 2 WATERPROOFING | 211 SY | $16.00 | $16.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $20.00 | $5.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,800 | $4,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $7,000 | $12,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $2,500 | $8,500 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $6,000 | $7,500 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,500 LB | $2.00 | $1.50 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,500 | $1,200 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 32 SY | $41.00 | $36.00 |
| 512E33000 TYPE 2 WATERPROOFING | 45 SY | $21.00 | $18.00 |
| 512E33010 TYPE 3 WATERPROOFING | 47 SY | $48.00 | $36.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 20 SF | $17.00 | $5.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,800 | $3,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,500 | $5,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $9,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05, DESIGN EARTH COVE | 87 FT | $680 | $59k | 9% |
| 611E97400 CONDUIT, MISC.: 6' x 3' CONDUIT, TYPE A, 706.05, D | 48 FT | $770 | $37k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $33,224 | $33k | 5% |
| 203E20000 EMBANKMENT | 1,091 CY | $27 | $29k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 95 CY | $290 | $28k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 100 CY | $265 | $27k | 4% |
| 611E97400 CONDUIT, MISC.: 6' X 3' CONDUIT, TYPE A, 706.05, D | 31 FT | $785 | $24k | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 22 CY | $1,040 | $23k | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 27 CY | $825 | $22k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |