Asd-US 42-09.43
Ashland County · est $0.8M
Bid dateThursday, February 27—
Ashland County · est $0.8M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 54 more items below.
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Mosser Construction INC | R3Shelly & Sands INC | R4R & I Construction INC | % of bid |
|---|---|---|---|---|---|---|
| 515E12071 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 10 EACH | $18,000 | $24,000 | $19,184 | $19,500 | 22% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 76 CY | $1,000 | $960 | $1,306 | $1,200 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $65,000 | $46,000 | $51,016 | $50,000 | 8% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 222 SY | $260 | $275 | $272 | $240 |
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Mosser Construction INC | R3Shelly & Sands INC | R4R & I Construction INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,500 | $3,000 | $3,683 | $3,000 |
| 202E38000 GUARDRAIL REMOVED | 262.5 FT | $2.00 | $4.00 | $3.00 | $2.00 |
| 203E20000 EMBANKMENT | 212 CY | $20.00 | $14.00 | $14.00 | $12.00 |
| 204E10000 SUBGRADE COMPACTION | 1,379 SY | $5.00 | $4.00 | $1.00 | $2.00 |
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 →
| 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 238 CY | $230 | $162 | $230 | $162 | 7% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $45,000 | $61,000 | $47,000 | $170,000 | 5% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 800 FT | $55.00 | $36.00 | $20.00 | $40.00 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 142 CY | $255 | $314 | $255 | $314 | 4% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 80 CY | $425 | $640 | $695 | $1,200 | 4% |
| 503E21100 UNCLASSIFIED EXCAVATION | 97 CY | $320 | $26.00 | $115 | $70.00 | 4% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $27,000 | $22,000 | $20,250 | $18,000 | 3% |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 17,153 LB | $1.50 | $1.50 | $1.50 | $1.25 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 153.83 FT | $150 | $133 | $138 | $133 | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $22,500 | $16,000 | $41,746 | $50,000 | 3% |
| 203E10000 EXCAVATION | 574 CY | $35.00 | $36.00 | $17.00 | $10.00 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $20,000 | $52,000 | 2% |
| 304E20000 AGGREGATE BASE | 233 CY | $82.00 | $80.00 | $81.00 | $50.00 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 940 FT | $20.00 | $14.00 | $14.00 | $19.00 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 33 CF | $500 | $444 | $436 | $412 | 2% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 96 SY | $150 | $106 | $85.00 | $92.10 | 2% |
| 62.5 FT |
| $26.00 |
| $25.40 |
| $27.00 |
| $25.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $2,350 | $2,350 | $2,436 | $2,350 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $975 | $975 | $1,006 | $975 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,120 | $2,120 | $2,065 | $2,120 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 118 CY | $90.00 | $95.00 | $124 | $75.00 |
| 659E10000 SEEDING AND MULCHING | 3,772 SY | $1.25 | $1.45 | $1.00 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 189 SY | $1.00 | $0.40 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.51 TON | $500 | $200 | $802 | $500 |
| 659E35000 WATER | 20 MGAL | $1.00 | $0.90 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 71 FT | $10.00 | $23.00 | $23.00 | $10.00 |
| 611E00406 4" CONDUIT, TYPE F | 50 FT | $10.00 | $10.00 | $13.00 | $5.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 1,245 SY | $8.00 | $5.25 | $8.00 | $5.25 |
| 407E10000 TACK COAT | 285 GAL | $2.00 | $2.50 | $2.00 | $2.50 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 2 EACH | $200 | $700 | $382 | $100 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 1 EACH | $65.00 | $65.00 | $53.00 | $50.00 |
| 621E00100 RPM | 14 EACH | $195 | $195 | $233 | $220 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $25.00 | $50.00 | $18.50 | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 10 EACH | $10.00 | $7.40 | $8.50 | $7.40 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 26 FT | $15.00 | $15.00 | $12.00 | $20.85 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $85.00 | $85.00 | $69.00 | $78.25 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $10.00 | $50.00 | $16.00 | $117 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.31 MILE | $5,000 | $5,000 | $4,046 | $3,820 |
| 642E00300 CENTER LINE, TYPE 1 | 0.15 MILE | $5,000 | $5,000 | $5,392 | $5,090 |
| 614E11630 INCREASED BARRIER DELINEATION | 500 FT | $2.50 | $1.00 | $1.00 | $2.00 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $1,500 | $1,795 | $1,900 | $1,795 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 5 CY | $100 | $300 | $1,208 | $300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 12 EACH | $11.00 | $6.25 | $11.00 | $15.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 10 EACH | $12.00 | $19.00 | $12.00 | $15.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 19 EACH | $15.00 | $18.75 | $14.00 | $20.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.57 MILE | $450 | $8,448 | $7,806 | $7,370 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 22 FT | $2.50 | $6.00 | $3.00 | $2.80 |
| 616E10000 WATER | 5 MGAL | $1.00 | $10.00 | $69.00 | $1.00 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 90 FT | $20.00 | $35.00 | $36.00 | $25.00 |
| 202E22900 APPROACH SLAB REMOVED | 135 SY | $30.00 | $60.00 | $11.00 | $50.00 |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 720 FT | $3.00 | $12.00 | $26.00 | $5.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 104 SY | $23.00 | $18.00 | $27.00 | $30.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 16 SY | $75.00 | $45.00 | $47.00 | $40.00 |
| 512E33000 TYPE 2 WATERPROOFING | 3 SY | $100 | $90.00 | $150 | $10.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 15 FT | $25.00 | $55.00 | $64.00 | $30.00 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 40 EACH | $70.00 | $120 | $70.00 | $90.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 60 CY | $100 | $95.00 | $105 | $50.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 171 FT | $15.00 | $20.00 | $20.00 | $10.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 108 FT | $8.00 | $11.00 | $4.00 | $10.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $12.00 | $11.00 | $3.00 | $10.00 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $6,400 | $5,500 | $3,975 | $4,000 |
| 526E90010 TYPE A INSTALLATION | 80 FT | $170 | $165 | $165 | $100 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,000 | $8,000 | $5,360 | $14,000 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $2,000 | $1,800 | $3,444 | $1,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $5,300 | $17,564 | $3,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12071 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 10 EACH | $18,000 | $180k | 18% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 76 CY | $1,000 | $76k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $65,000 | $65k | 7% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 222 SY | $260 | $58k | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 238 CY | $230 | $55k | 6% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $45,000 | $45k | 5% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 800 FT | $55 | $44k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 142 CY | $255 | $36k | 4% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 80 CY | $425 | $34k | 3% |
| 503E21100 UNCLASSIFIED EXCAVATION | 97 CY | $320 | $31k | 3% |