Pik-SR 335-21.26
Pike County · est $0.6M
Bid dateThursday, April 15—
Pike County · est $0.6M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 9.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 45 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 28 CY | $2,500 | $1,700 | 15% |
| 601E34401 ROCK CHANNEL PROTECTION, WITH GROUT, AS PER PLAN ( | 352 CY | $135 | $140 | 10% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 14,009 LB | $2.50 | $2.00 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $35,000 | $10,000 | 7% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 300 SY | $100 | $60.00 | 6% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $30,000 | $40,000 | 6% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $30,000 | $70,000 | 6% |
| 624E10000 |
| Item | Quantity | R1Axis Civil Construction LLC | R2Complete General Construction Company |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 52 FT | $4.00 | $5.00 |
| 202E53100 MAILBOX REMOVED | 1 EACH | $240 | $100 |
| 203E10000 EXCAVATION | 57 CY | $30.00 | $70.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 50 FT | $36.50 | $64.98 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E, NCHRP 350 OR MASH 2016 | 1 EACH | $4,600 | $2,400 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $3,615 | $1,000 |
| 690E50000 SPECIAL - MAILBOX SUPPORT |
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 →
| 1 LS |
| $30,000 |
| $20,000 |
| 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 52 CY | $550 | $600 | 6% |
| 503E31120 SHALE EXCAVATION | 523 CY | $40.00 | $180 | 4% |
| 611E10200 24" CONDUIT, TYPE A, 706.02; OR 707.01 (0.064) ALU | 168 FT | $120 | $225 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 28 CY | $500 | $330 | 3% |
| 511E71200 CONCRETE, MISC.:CLASS QC1, INTERIOR APRON | 114 SF | $120 | $200 | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $12,000 | $15,000 | 2% |
| 602E97000 MASONRY, MISC.: PATCHING OF STONE MASONRY | 120 SF | $100 | $475 | 2% |
| 511E81100 CONCRETE, MISC.:CLASS QC SCC, BEARING REPAIR | 189 FT | $60.00 | $75.00 | 2% |
| 602E97000 MASONRY, MISC.:MECHANICAL REPAIR OF STONE FACING | 27 SF | $400 | $400 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $17,000 | 2% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: REPLACEMENT WINGWALL ST | 1 CY | $10,000 | $5,000 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $2,000 | 2% |
| 1 EACH |
| $300 |
| $345 |
| 659E10000 SEEDING AND MULCHING | 850 SY | $2.80 | $2.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 43 SY | $2.80 | $2.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $610 | $610 |
| 659E31000 LIME | 0.18 ACRE | $80.00 | $80.00 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 31 FT | $50.00 | $50.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT (24" DIAM | 159 FT | $50.00 | $75.00 |
| 602E20000 CONCRETE MASONRY | 0.92 CY | $3,000 | $4,000 |
| 204E10000 SUBGRADE COMPACTION | 264 SY | $4.00 | $9.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $100 | $225 |
| 304E20000 AGGREGATE BASE | 54 CY | $100 | $95.00 |
| 407E10000 TACK COAT | 16 GAL | $4.00 | $2.15 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 5 CY | $600 | $450 |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (7 CY | $600 | $425 |
| 621E00100 RPM | 4 EACH | $757 | $757 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $35.00 | $50.00 |
| 644E00100 EDGE LINE, 4" | 0.1 MILE | $5,530 | $4,620 |
| 644E00300 CENTER LINE | 0.05 MILE | $7,838 | $9,595 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 12 CY | $120 | $95.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $1,900 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (1-WAY) | 4 EACH | $54.00 | $11.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 4 EACH | $54.00 | $13.00 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.05 MILE | $7,875 | $6,700 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.08 MILE | $11,368 | $14,339 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.27 MILE | $3,557 | $7,618 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 34 FT | $12.00 | $10.50 |
| 616E10000 WATER | 7 MGAL | $1.00 | $85.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED, UNANCHORED | 130 FT | $60.00 | $35.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 221 CY | $30.00 | $130 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 4 CY | $2,000 | $7,000 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 4 CY | $1,200 | $4,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 58 SY | $45.00 | $45.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 38 FT | $100 | $95.00 |
| 512E33000 TYPE 2 WATERPROOFING | 9 SY | $75.00 | $85.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 26 CY | $180 | $325 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $7,000 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $2,000 | $2,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 28 CY | $2,500 | $70k | 12% |
| 601E34401 ROCK CHANNEL PROTECTION, WITH GROUT, AS PER PLAN ( | 352 CY | $135 | $48k | 8% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 14,009 LB | $2.5 | $35k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $35,000 | $35k | 6% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 300 SY | $100 | $30k | 5% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $30,000 | $30k | 5% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $30,000 | $30k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $30k | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 52 CY | $550 | $29k | 5% |
| 503E31120 SHALE EXCAVATION | 523 CY | $40 | $21k | 4% |