NOB-CR 40-02.41
NOB County · est $1.8M
Bid dateThursday, April 4—
NOB County · est $1.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 56 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 515E15090 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $111,000 | $90,000 | $85,000 | 31% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 139 CY | $1,145 | $1,226 | $1,050 | 11% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 1,400 CY | $90.00 | $70.00 | $75.00 | 9% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 101 CY | $785 | $1,084 | $950 | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 39,494 LB | $2.00 | $1.87 | $2.00 | 5% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 125 SY | $525 | $420 | $395 | 5% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 230 FT |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $4,500 | $10,000 | $10,000 |
| 202E23500 WEARING COURSE REMOVED | 116 SY | $15.00 | $23.00 | $85.00 |
| 203E20000 EMBANKMENT | 499 CY | $17.00 | $29.00 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 1,548 SY | $2.50 | $6.00 | $8.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $175 | $225 | $400 |
| 204E50000 |
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 →
| $275 |
| $242 |
| $270 |
| 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $63,000 | $80,000 | $50,000 | 4% |
| 863E00801 REINFORCED EMBANKMENT, AS PER PLAN | 657 CY | $84.00 | $111 | $100 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 197 CY | $240 | $250 | $249 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $80,000 | 3% |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 9 EACH | $3,500 | $4,000 | $6,500 | 2% |
| 304E20000 AGGREGATE BASE | 257 CY | $120 | $115 | $100 | 2% |
| 204E13000 EXCAVATION OF SUBGRADE | 1,400 CY | $20.00 | $25.00 | $20.00 | 2% |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 320 CY | $85.00 | $115 | $125 | 2% |
| 203E10000 EXCAVATION | 1,081 CY | $25.00 | $26.50 | $25.00 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $20,000 | $2,600 | $15,000 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $9,560 | $18,000 | 1% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 420 FT | $45.00 | $29.00 | $45.00 | 1% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (59 CY | $275 | $350 | $321 | 1% |
| 1,400 SY |
| $2.15 |
| $1.00 |
| $3.00 |
| 204E51000 GEOGRID | 1,400 SY | $3.50 | $3.75 | $6.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 44 FT | $23.00 | $21.50 | $21.52 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 461 FT | $26.00 | $22.00 | $24.98 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,500 | $2,550 | $2,240 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,200 | $1,250 | $1,040 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH | $2,300 | $2,450 | $1,900 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 3 EACH | $2,500 | $2,750 | $2,100 |
| 863E00300 GEOGRID, TYPE P3 | 934 SY | $9.50 | $3.75 | $8.00 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 169 CY | $94.00 | $133 | $125 |
| 659E00300 TOPSOIL | 62 CY | $75.00 | $50.00 | $30.00 |
| 659E10000 SEEDING AND MULCHING | 551 SY | $6.00 | $5.50 | $5.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 28 SY | $6.00 | $5.50 | $5.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $1,500 | $1,400 | $1,400 |
| 659E31000 LIME | 0.11 ACRE | $175 | $150 | $150 |
| 659E35000 WATER | 3 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 7,500 EACH | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 98 FT | $30.00 | $28.00 | $10.00 |
| 611E01800 8" CONDUIT, TYPE B | 25 FT | $35.00 | $25.00 | $8.00 |
| 611E02500 8" CONDUIT, TYPE E | 25 FT | $35.00 | $25.00 | $8.00 |
| 611E02600 8" CONDUIT, TYPE F | 25 FT | $35.00 | $20.00 | $8.00 |
| 407E20000 NON-TRACKING TACK COAT | 148 GAL | $10.00 | $3.25 | $4.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 33 CY | $175 | $140 | $100 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 42 CY | $325 | $400 | $401 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 12 EACH | $12.00 | $12.00 | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 42 FT | $15.00 | $15.00 | $13.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $30.00 | $22.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $15.00 | $25.00 | $15.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $18.00 | $25.00 | $15.00 |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $12,000 | $9,500 | $9,500 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $4,000 | $4,000 |
| 616E10000 WATER | 4 MGAL | $10.00 | $70.00 | $100 |
| 202E23500 WEARING COURSE REMOVED | 407 SY | $17.00 | $20.00 | $20.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $62,000 | $60,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $3,500 | $20,000 | $15,000 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 350 FT | $25.00 | $50.00 | $50.00 |
| 507E93300 STEEL POINTS OR SHOES | 14 EACH | $135 | $148 | $175 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 378 SY | $40.00 | $28.50 | $28.50 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 88 SF | $5.00 | $5.00 | $15.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 88 SF | $6.50 | $7.00 | $15.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 53 SF | $9.00 | $7.00 | $20.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 99 FT | $30.00 | $35.00 | $30.00 |
| 516E31010 2" DEEP JOINT SEALER | 60 FT | $10.00 | $26.50 | $26.50 |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $1,800 | $1,530 | $1,164 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 66 CY | $165 | $128 | $175 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 275 FT | $16.00 | $14.50 | $14.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 108 FT | $9.00 | $7.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 64 FT | $9.00 | $7.00 | $20.00 |
| 526E90010 TYPE A INSTALLATION | 60 FT | $185 | $230 | $400 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,000 | $3,000 | $20,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $15,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15090 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $111,000 | $444k | 26% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 139 CY | $1,145 | $159k | 9% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 1,400 CY | $90 | $126k | 7% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 101 CY | $785 | $79k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 39,494 LB | $2 | $79k | 5% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 125 SY | $525 | $66k | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 230 FT | $275 | $63k | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $63,000 | $63k | 4% |
| 863E00801 REINFORCED EMBANKMENT, AS PER PLAN | 657 CY | $84 | $55k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 197 CY | $240 | $47k | 3% |