Mus-SR 16-12.99
Muskingum County · est $1.4M
Bid dateThursday, April 4—
Muskingum County · est $1.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 51 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Double Z Construction Company | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 199 CY | $1,575 | $1,530 | $1,500 | 25% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 56,889 LB | $2.30 | $2.35 | $2.50 | 11% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 290 SY | $395 | $435 | $440 | 9% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 184 FT | $475 | $480 | $500 | 7% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 44 CY | $1,885 | $1,170 | $1,500 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $54,000 | $65,000 | $100,000 | 4% |
| 202E11300 PORTIONS OF STRUCTURE REMOVED, (SUPERSTRUCTURE) | 146 CY |
| Item | Quantity | R1Shelly & Sands INC | R2Double Z Construction Company | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,600 | $500 | $15,000 |
| 202E23500 WEARING COURSE REMOVED | 439 SY | $38.00 | $20.00 | $55.00 |
| 202E38000 GUARDRAIL REMOVED | 480 FT | $3.75 | $12.50 | $2.00 |
| 203E10001 EXCAVATION, AS PER PLAN | 346 CY | $38.50 | $50.00 | $30.00 |
| 204E10000 SUBGRADE COMPACTION | 789 SY | $7.00 | $10.00 | $9.00 |
| 209E15000 |
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 →
| $320 |
| $470 |
| $450 |
| 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 38 CY | $1,130 | $800 | $1,250 | 3% |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: EMSEAL | 82 FT | $505 | $450 | $625 | 3% |
| 202E11300 PORTIONS OF STRUCTURE REMOVED, (SUBSTRUCTURE) | 65 CY | $630 | $370 | $800 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $40,000 | $100,000 | $50,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $50,000 | $80,000 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 79 CY | $495 | $495 | $495 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $31,000 | $75,000 | $40,000 | 3% |
| 519E11100 PATCHING CONCRETE STRUCTURE | 176 SF | $175 | $175 | $175 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (45 CY | $490 | $490 | $490 | 2% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 38 CY | $545 | $545 | $545 | 2% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $19,000 | $15,200 | $9,000 | 2% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 179 CY | $105 | $120 | $110 | 2% |
| 304E20000 AGGREGATE BASE | 139 CY | $130 | $120 | $95.00 | 1% |
| 5 STA |
| $100 |
| $250 |
| $45.00 |
| 209E70000 BORROW | 50 CY | $35.00 | $35.00 | $50.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 256.25 FT | $22.00 | $36.00 | $22.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $2,600 | $3,100 | $2,625 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,750 | $2,925 | $2,450 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 4 CY | $320 | $275 | $275 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,500 SY | $2.20 | $5.00 | $2.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.21 TON | $1,400 | $1,400 | $1,400 |
| 659E31000 LIME | 0.32 ACRE | $150 | $150 | $150 |
| 659E35000 WATER | 8.1 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 495 FT | $6.00 | $2.50 | $5.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 834 SY | $12.25 | $12.25 | $12.25 |
| 407E20000 NON-TRACKING TACK COAT | 138 GAL | $3.90 | $3.90 | $3.90 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $20.00 | $10.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 15 EACH | $10.00 | $11.00 | $13.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 48 FT | $15.00 | $27.58 | $22.50 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $22.00 | $30.07 | $25.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.14 MILE | $6,450 | $18,260 | $6,450 |
| 642E00300 CENTER LINE, TYPE 1 | 0.07 MILE | $12,200 | $24,345 | $12,200 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,250 | $2,268 | $2,460 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $300 | $125 | $325 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 16 EACH | $9.00 | $20.00 | $50.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 16 EACH | $15.00 | $20.00 | $50.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.19 MILE | $9,090 | $4,205 | $9,090 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.32 MILE | $5,295 | $15,625 | $5,295 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $14.00 | $10.00 | $14.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 240 FT | $26.00 | $40.00 | $38.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 408 FT | $32.00 | $50.00 | $40.00 |
| 632E90400 SIGNALIZATION, MISC.: MICROWAVE DETECTOR | 3 EACH | $2,500 | $1,000 | $3,000 |
| 644E30030 REMOVAL OF PAVEMENT MARKING | 0.43 MILE | $16,000 | $8,126 | $3,120 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $32.00 | $45.00 | $75.00 |
| 202E38500 BRIDGE RAILING REMOVED | 160 FT | $10.00 | $15.00 | $10.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 68 EACH | $75.00 | $40.00 | $30.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 89 SY | $21.00 | $21.00 | $21.00 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 76 SF | $8.00 | $20.00 | $35.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 94 SF | $9.00 | $25.00 | $37.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 112 FT | $39.00 | $30.00 | $42.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 82 FT | $26.36 | $22.00 | $30.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 77 CY | $125 | $140 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 217 FT | $15.50 | $19.00 | $15.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 114 FT | $6.00 | $15.00 | $13.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 34 FT | $6.00 | $20.00 | $15.00 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 184 FT | $14.00 | $18.00 | $15.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $450 | $550 | $500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,600 | $9,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 199 CY | $1,575 | $313k | 22% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 56,889 LB | $2.3 | $131k | 9% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 290 SY | $395 | $115k | 8% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 184 FT | $475 | $87k | 6% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 44 CY | $1,885 | $83k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $54,000 | $54k | 4% |
| 202E11300 PORTIONS OF STRUCTURE REMOVED, (SUPERSTRUCTURE) | 146 CY | $320 | $47k | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 38 CY | $1,130 | $43k | 3% |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: EMSEAL | 82 FT | $505 | $41k | 3% |
| 202E11300 PORTIONS OF STRUCTURE REMOVED, (SUBSTRUCTURE) | 65 CY | $630 | $41k | 3% |