Mah-SR 164-00.88/02.84
Mahoning County · est $0.7M
Bid dateThursday, March 11—
Mahoning County · est $0.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 81 more items below.
| Item | Quantity | R1Eclipse CO LLC | R2Shook Company LLC | % of bid |
|---|---|---|---|---|
| 611E96455 16' X 9' CONDUIT, TYPE A, 706.05, AS PER PLAN | 50 FT | $1,736 | $2,000 | 15% |
| 611E95401 10' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN | 60 FT | $1,423 | $2,000 | 15% |
| 511E46210 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 63 CY | $931 | $1,000 | 10% |
| 511E46211 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 63 CY | $720 | $1,000 | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 29 CY | $1,077 | $1,000 | 5% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 90 CY | $335 | $400 | 5% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,463 FT | $20.00 | $20.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $26,000 | $30,000 | 5% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 10 CY | $2,368 | $1,000 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 91 CY | $233 | $400 | 4% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 7 EACH | $2,475 | $2,250 | 3% |
| 611E06100 15" CONDUIT, TYPE C, 706.02 | 246 FT | $65.00 | $50.00 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $30,000 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $14,000 | $10,000 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 3") | 1,055 SY | $12.50 | $20.00 | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 6,412 LB | $2.00 | $2.00 | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 5,910 LB | $2.00 | $2.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $11,196 | $10,000 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,021 | $20,000 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,021 | $15,000 | 2% |
| Item | Quantity | R1Eclipse CO LLC | R2Shook Company LLC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 361 SY | $10.50 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 1,560 FT | $2.00 | $2.00 |
| 203E10000 EXCAVATION | 182 CY | $39.00 | $30.00 |
| 203E20000 EMBANKMENT | 276 CY | $11.50 | $30.00 |
| 203E35120 GRANULAR MATERIAL, TYPE C, 703.16 | 100 CY | $62.50 | $70.00 |
| 204E10000 SUBGRADE COMPACTION | 361 SY | $3.50 | $2.00 |
| 204E50000 GEOTEXTILE FABRIC | 200 SY | $2.00 | $20.00 |
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 →
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 100 FT | $23.50 | $20.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,014 | $1,100 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 20 SY | $70.50 | $250 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 3 CY | $94.50 | $250 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 20 CY | $95.00 | $250 |
| 659E00100 SOIL ANALYSIS TEST | 4 EACH | $156 | $10.00 |
| 659E00300 TOPSOIL | 68 CY | $79.50 | $75.00 |
| 659E10000 SEEDING AND MULCHING | 610 SY | $5.00 | $2.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 31 SY | $1.50 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $598 | $2,000 |
| 659E31000 LIME | 0.13 ACRE | $41.54 | $2,000 |
| 659E35000 WATER | 4 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.25 CY | $2,145 | $5,000 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS | 20 FT | $17.50 | $15.00 |
| 605E31100 AGGREGATE DRAINS | 200 FT | $19.50 | $30.00 |
| 611E00406 4" CONDUIT, TYPE F | 40 FT | $6.50 | $20.00 |
| 611E00900 6" CONDUIT, TYPE B | 60 FT | $21.00 | $20.00 |
| 611E01400 6" CONDUIT, TYPE E | 60 FT | $7.00 | $20.00 |
| 611E98300 CATCH BASIN, NO. 5 | 2 EACH | $3,843 | $5,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $356 | $1,000 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 130 FT | $4.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 61 CY | $68.50 | $65.00 |
| 407E20000 NON-TRACKING TACK COAT | 151 GAL | $3.50 | $20.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 20 CY | $69.00 | $75.00 |
| 638E98000 WATER WORK, MISC.: MAINTAIN EXISTING WATERLINE | 1 EACH | $3,087 | $2,000 |
| 621E00100 RPM | 4 EACH | $661 | $400 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 16 EACH | $8.50 | $8.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.04 MILE | $26,000 | $30,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.02 MILE | $26,000 | $50,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $67.50 | $50.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,680 | $18,146 |
| 614E12460 WORK ZONE MARKING SIGN | 20 EACH | $156 | $200 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $193 | $250 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 4 SNMT | $1,092 | $2,500 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.04 MILE | $32,500 | $30,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.04 MILE | $17,160 | $50,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.08 MILE | $17,160 | $30,000 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $6,519 | $10,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $7,500 | $25,000 |
| 203E10000 EXCAVATION | 50 CY | $19.50 | $50.00 |
| 203E35120 GRANULAR MATERIAL, TYPE C | 50 CY | $62.50 | $50.00 |
| 204E50000 GEOTEXTILE FABRIC | 100 SY | $2.00 | $25.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,017 | $20,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 109 SY | $29.00 | $25.00 |
| 512E33000 TYPE 2 WATERPROOFING | 123 SY | $20.50 | $30.00 |
| 512E33010 TYPE 3 WATERPROOFING | 117 SY | $35.50 | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 58 SF | $7.00 | $35.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $3,074 | $10,000 |
| 601E10000 RIPRAP | 12 SY | $264 | $100 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 53 CY | $90.50 | $100 |
| 611E05900 15" CONDUIT, TYPE B | 10 FT | $64.50 | $75.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 15 FT | $26.00 | $25.00 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $36.50 | $50.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $10.50 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $15.50 | $25.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $6,519 | $10,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $8,000 | $25,000 |
| 203E10000 EXCAVATION | 50 CY | $19.50 | $50.00 |
| 203E35120 GRANULAR MATERIAL, TYPE C | 50 CY | $62.50 | $50.00 |
| 204E50000 GEOTEXTILE FABRIC | 100 SY | $2.00 | $25.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $8,183 | $10,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 114 SY | $29.00 | $25.00 |
| 512E33000 TYPE 2 WATERPROOFING | 230 SY | $20.50 | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 58 SF | $7.00 | $35.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $3,074 | $5,000 |
| 601E10001 RIPRAP, AS PER PLAN | 12 SY | $264 | $100 |
| 601E32101 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER, AS PE | 47 CY | $95.50 | $100 |
| 611E10401 24" CONDUIT, TYPE B, AS PER PLAN, 706.02 | 30 FT | $94.00 | $100 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 15 FT | $26.00 | $25.00 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $36.50 | $50.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $10.50 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $15.50 | $25.00 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $600 | $1,300 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96455 16' X 9' CONDUIT, TYPE A, 706.05, AS PER PLAN | 50 FT | $1,736 | $87k | 11% |
| 611E95401 10' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN | 60 FT | $1,423 | $85k | 11% |
| 511E46210 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 63 CY | $930.5 | $59k | 8% |
| 511E46211 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 63 CY | $719.5 | $45k | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 29 CY | $1,077 | $31k | 4% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 90 CY | $335 | $30k | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,463 FT | $20 | $29k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $26,000 | $26k | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 10 CY | $2,368 | $24k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 91 CY | $233 | $21k | 3% |