Mus-US 22-18.82
Muskingum County · est $0.6M
Bid dateThursday, February 27—
Muskingum County · est $0.6M
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 · 41 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3Armstrong Steel Erectors INC | R4Double Z Construction Company | R5Dot Construction CORP | % of bid |
|---|---|---|---|---|---|---|---|
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 91 CY | $1,400 | $1,000 | $1,008 | $1,300 | $800 | 20% |
| 513E10221 STRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN | 40,187 LB | $2.13 | $1.90 | $2.20 | $2.10 | $2.50 | 14% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 96 CY | $750 | $900 | $525 | $825 | $800 | 12% |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3Armstrong Steel Erectors INC | R4Double Z Construction Company | R5Dot Construction CORP |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,675 | $7,500 | $2,430 | $3,500 | $5,000 |
| 202E23500 WEARING COURSE REMOVED | 167 SY | $10.00 | $50.00 | $6.78 | $18.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 977 FT | $2.00 | $1.60 | $1.60 | $1.40 | $1.60 |
| 203E10000 EXCAVATION | 147 CY |
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 →
| 233 SY |
| $300 |
| $265 |
| $400 |
| $350 |
| $400 |
| 11% |
| 509E25001 REINFORCING STEEL, AS PER PLAN | 26,205 LB | $1.57 | $1.40 | $2.03 | $2.00 | $3.00 | 7% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED (SUPERSTRUCTURE) | 1 LS | $40,000 | $20,000 | $67,500 | $40,000 | $25,000 | 6% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $40,000 | $70,000 | $40,000 | $16,000 | $5,000 | 6% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED (SUBSTRUCTURE) | 1 LS | $23,300 | $65,000 | $59,600 | $48,000 | $75,000 | 4% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 105 FT | $164 | $190 | $170 | $175 | $170 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 812.5 FT | $17.00 | $16.00 | $16.00 | $16.50 | $16.00 | 2% |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,300 | $1,260 | $1,325 | $1,700 | $1,600 | 2% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 40 CY | $300 | $250 | $2.50 | $250 | $250 | 2% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $10,675 | $4,000 | $7,000 | $8,000 | $7,500 | 2% |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $3,400 | $1,500 | $1,500 | $1,500 | $2,000 | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (40 CY | $250 | $222 | $222 | $222 | $222 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $20,000 | $20,000 | $40,000 | $40,000 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 120 CY | $75.00 | $95.00 | $108 | $105 | $60.00 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (VARIABLE THICK | 634 SY | $10.00 | $12.00 | $12.00 | $12.00 | $12.00 | 1% |
| 646E10010 EDGE LINE, 6" | 0.1 MILE | $60,000 | $9,950 | $9,950 | $9,950 | $9,950 | 1% |
| 304E20000 AGGREGATE BASE | 40 CY | $130 | $95.00 | $107 | $90.00 | $80.00 | 1% |
| $16.00 |
| $25.00 |
| $12.98 |
| $35.00 |
| $20.00 |
| 203E20000 EMBANKMENT | 50 CY | $29.00 | $30.00 | $15.50 | $20.00 | $50.00 |
| 203E40000 BORROW | 25 CY | $32.00 | $15.00 | $40.00 | $20.00 | $50.00 |
| 204E10000 SUBGRADE COMPACTION | 254 SY | $1.00 | $7.50 | $6.00 | $5.00 | $2.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 9.6 STA | $52.00 | $50.00 | $50.00 | $100 | $50.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 20 | 1 EACH | $2,382 | $2,260 | $2,260 | $2,700 | $2,260 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,000 | $980 | $980 | $925 | $980 |
| 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,000 | $1,020 | $1,020 | $2,775 | $1,020 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,000 SY | $5.00 | $2.40 | $2.40 | $7.00 | $3.75 |
| 659E20000 COMMERCIAL FERTILIZER | 4.5 TON | $10.00 | $620 | $620 | $10.00 | $50.00 |
| 659E31000 LIME | 0.2 ACRE | $52.00 | $70.00 | $70.00 | $50.00 | $85.00 |
| 659E35000 WATER | 9 MGAL | $1.06 | $1.00 | $1.00 | $1.00 | $2.00 |
| 832E30000 EROSION CONTROL | 400 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E10000 TACK COAT | 124 GAL | $3.00 | $1.85 | $1.85 | $1.85 | $1.85 |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 42 SY | $45.00 | $52.50 | $52.50 | $42.96 | $52.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $20.00 | $10.00 | $30.00 | $10.00 | $100 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 22 EACH | $8.00 | $7.40 | $7.40 | $8.50 | $7.40 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 48 FT | $9.00 | $22.50 | $8.75 | $14.00 | $22.50 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $21.00 | $45.00 | $20.00 | $15.00 | $45.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $21.00 | $10.00 | $20.00 | $25.00 | $10.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 4 EACH | $52.00 | $75.00 | $50.00 | $65.00 | $75.00 |
| 646E10200 CENTER LINE | 0.05 MILE | $60,000 | $15,400 | $15,400 | $15,400 | $15,400 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 10 CY | $78.00 | $95.00 | $110 | $45.00 | $200 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $3,177 | $9,000 | $3,000 | $4,000 | $4,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $331 | $200 | $192 | $52.50 | $200 |
| 202E22900 APPROACH SLAB REMOVED | 167 SY | $20.00 | $60.00 | $44.00 | $40.00 | $20.00 |
| 202E38500 BRIDGE RAILING REMOVED | 100 FT | $20.00 | $5.00 | $5.00 | $8.00 | $5.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 210 SY | $13.00 | $12.00 | $12.00 | $12.00 | $10.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 705 EACH | $4.50 | $5.00 | $5.00 | $5.00 | $10.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 59 SF | $17.00 | $20.00 | $10.00 | $15.00 | $10.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 106 FT | $24.00 | $42.00 | $28.00 | $25.00 | $50.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 76 FT | $15.00 | $25.00 | $25.00 | $25.00 | $10.00 |
| 518E12201 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 3 EACH | $1,298 | $1,060 | $1,060 | $1,500 | $1,500 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 168 FT | $9.00 | $13.00 | $8.50 | $12.00 | $15.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 56 FT | $7.00 | $12.00 | $13.50 | $18.00 | $15.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 226 EACH | $18.00 | $20.00 | $25.00 | $25.00 | $10.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $7,000 | $7,000 | $6,000 | $8,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,999 | $5,000 | $3,000 | $4,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 91 CY | $1,400 | $127k | 18% |
| 513E10221 STRUCTURAL STEEL MEMBERS, LEVEL 1, AS PER PLAN | 40,187 LB | $2.13 | $86k | 12% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 96 CY | $750 | $72k | 10% |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 233 SY | $300 | $70k | 10% |
| 509E25001 REINFORCING STEEL, AS PER PLAN | 26,205 LB | $1.57 | $41k | 6% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED (SUPERSTRUCTURE) | 1 LS | $40,000 | $40k | 6% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $40,000 | $40k | 6% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED (SUBSTRUCTURE) | 1 LS | $23,300 | $23k | 3% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 105 FT | $164 | $17k | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 812.5 FT | $17 | $14k | 2% |