Mus-CR 66A-00.00
Muskingum County · est $6.9M
Bid dateThursday, April 14—
Muskingum County · est $6.9M
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 · 52 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Ruhlin Company | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 513E10281 STRUCTURAL STEEL MEMBERS, LEVEL 4, AS PER PLAN | 507,388 LB | $3.90 | $3.55 | $3.20 | 31% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1,000,000 | $1,221,950 | $1,800,000 | 16% |
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 12,780 SF | $40.00 | $56.50 | $46.00 | 8% |
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 550 CY | $875 | $890 | $900 | 7% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 1,378 FT | $255 |
| Item | Quantity | R1Shelly & Sands INC | R2Ruhlin Company | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $32,000 | $14,100 | $38,000 |
| 202E23000 PAVEMENT REMOVED | 152 SY | $8.00 | $36.50 | $30.00 |
| 203E10001 EXCAVATION, AS PER PLAN | 100 CY | $6.00 | $51.50 | $20.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 100 CY | $10.00 | $55.50 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 152 SY | $8.00 | $9.00 | $15.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" |
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 →
| $271 |
| $283 |
| 5% |
| 511E43213 CLASS QC1 CONCRETE WITH QC/QA, PIER, AS PER PLAN | 1,170 CY | $250 | $221 | $330 | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 156,704 LB | $1.60 | $1.57 | $1.45 | 4% |
| 511E42513 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP, AS PER PL | 153 CY | $1,600 | $982 | $1,200 | 4% |
| 513E10241 STRUCTURAL STEEL MEMBERS, LEVEL 2, AS PER PLAN | 96,472 LB | $2.44 | $2.60 | $2.70 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $200,000 | $161,075 | $690,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | $200,000 | 3% |
| 602E98000 MASONRY, MISC.: SANDSTONE PIER RESTORATION | 1 LS | $155,800 | $279,600 | $450,000 | 2% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 255 CY | $500 | $212 | $680 | 2% |
| 513E10221 STRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN | 42,044 LB | $2.55 | $2.65 | $2.80 | 2% |
| 511E45712 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT | 60 CY | $1,400 | $1,058 | $1,200 | 1% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 152 SY | $360 | $310 | $300 | 1% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 48 FT | $802 | $940 | $1,250 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 18 MNTH | $2,100 | $2,296 | $1,800 | 1% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 5,310 EACH | $7.00 | $5.45 | $13.85 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $36,000 | $10,255 | $90,000 | 1% |
| 1,165 SY |
| $14.00 |
| $5.25 |
| $8.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 87.75 FT | $26.00 | $41.00 | $41.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,850 | $1,700 | $1,700 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,425 | $1,525 | $1,525 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 3 EACH | $2,900 | $2,450 | $2,450 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 1 EACH | $2,900 | $2,450 | $2,450 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 515 CY | $43.00 | $85.50 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 500 SY | $6.00 | $6.00 | $6.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $800 | $800 | $800 |
| 659E31000 LIME | 0.1 ACRE | $85.00 | $80.00 | $80.00 |
| 659E35000 WATER | 3 MGAL | $1.00 | $1.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,885 | $1,375 | $1,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $9,000 | $12,510 | $3,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $12,000 | $11,146 | $14,000 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE | 26 CY | $120 | $135 | $150 |
| 407E10000 TACK COAT | 58 GAL | $3.25 | $2.25 | $4.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 5 CY | $132 | $500 | $175 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 40 CY | $375 | $365 | $346 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (56 CY | $375 | $335 | $283 |
| 626E00110 BARRIER REFLECTOR, TYPE 2BI-DIRECTIONAL | 10 EACH | $10.00 | $11.00 | $11.00 |
| 642E00300 CENTER LINE, TYPE 1 | 0.18 MILE | $5,122 | $4,850 | $4,850 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $3,115 | $2,950 | $15,000 |
| 202E23500 WEARING COURSE REMOVED | 1,827 SY | $18.00 | $4.25 | $15.00 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $15,000 | $22,500 | $60,000 |
| 509E40000 REINFORCING STEEL, MISC.:GALVANIZED | 1,630 LB | $2.60 | $2.85 | $2.15 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 297 EACH | $32.00 | $31.00 | $50.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,200 | $4,895 | $5,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 1,400 SY | $11.00 | $14.00 | $72.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 48 SF | $10.00 | $23.50 | $15.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 50 FT | $33.00 | $20.50 | $65.00 |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,231 | $2,025 | $2,000 |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,194 | $2,425 | $2,000 |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,231 | $2,465 | $2,000 |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,896 | $2,795 | $3,000 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $3,223 | $3,620 | $3,000 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $4,184 | $4,295 | $3,000 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,125 | $2,345 | $2,000 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $4,130 | $4,675 | $3,000 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,440 | $2,710 | $2,000 |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,760 | $3,080 | $2,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 24 CY | $128 | $300 | $200 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 1,362 FT | $13.20 | $14.00 | $13.20 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 60 FT | $5.00 | $25.00 | $20.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 20 FT | $5.00 | $50.00 | $25.00 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,000 | $4,750 | $18,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $30,000 | $72,300 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10281 STRUCTURAL STEEL MEMBERS, LEVEL 4, AS PER PLAN | 507,388 LB | $3.9 | $1.98M | 29% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $1,000,000 | $1.00M | 15% |
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 12,780 SF | $40 | $511k | 7% |
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 550 CY | $875 | $481k | 7% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 1,378 FT | $255 | $351k | 5% |
| 511E43213 CLASS QC1 CONCRETE WITH QC/QA, PIER, AS PER PLAN | 1,170 CY | $250 | $293k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 156,704 LB | $1.6 | $251k | 4% |
| 511E42513 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP, AS PER PL | 153 CY | $1,600 | $245k | 4% |
| 513E10241 STRUCTURAL STEEL MEMBERS, LEVEL 2, AS PER PLAN | 96,472 LB | $2.44 | $235k | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $200,000 | $200k | 3% |