Mus-SR 60-14.01
Muskingum County · est $1.1M
Bid dateThursday, March 26—
Muskingum County · est $1.1M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 9.0%
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 | R1Dot Construction CORP | R2Shelly & Sands INC | R3Bcc Ohio INC | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 400 SY | $225 | $225 | $319 | $275 | 10% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 592 FT | $150 | $110 | $156 | $118 | 10% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 122 CY | $700 | $1,100 | $1,260 | $800 | 10% |
| 847E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PL | 833 SY | $100 | $75.00 | $87.85 | $100 |
| Item | Quantity | R1Dot Construction CORP | R2Shelly & Sands INC | R3Bcc Ohio INC | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $1,400 | $768 | $6,000 |
| 202E23000 PAVEMENT REMOVED | 539 SY | $20.00 | $14.00 | $6.72 | $17.00 |
| 202E38000 GUARDRAIL REMOVED | 100 FT | $2.20 | $2.30 | $2.31 | $2.20 |
| 203E10000 EXCAVATION | 80 CY | $20.00 | $25.00 | $57.60 | $30.00 |
| 203E20000 EMBANKMENT |
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 →
| 9% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 105 CY | $700 | $1,095 | $1,239 | $1,400 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $59,100 | $40,000 | $21,903 | $40,000 | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 33,816 LB | $1.50 | $0.95 | $2.06 | $1.15 | 6% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 94 CY | $500 | $215 | $885 | $1,200 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $20,000 | $22,282 | $12,000 | 5% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 447 CY | $80.00 | $80.00 | $136 | $68.00 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 121 CY | $260 | $250 | $250 | $239 | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 57 CY | $500 | $1,650 | $851 | $1,900 | 3% |
| 847E30400 EXISTING CONCRETE OVERLAY REMOVED (T = 1 1/4 IN) | 897 SY | $30.00 | $20.00 | $19.07 | $14.00 | 3% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $25,000 | $50,150 | $106,848 | $146,000 | 3% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 92 CY | $265 | $300 | $219 | $209 | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (92 CY | $225 | $300 | $195 | $186 | 2% |
| 517E72306 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 237.5 FT | $84.80 | $90.00 | $89.04 | $85.00 | 2% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 237.5 FT | $75.60 | $80.00 | $79.38 | $76.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (MAX DEPTH = 3 | 1,419 SY | $11.25 | $13.00 | $8.25 | $11.50 | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 8 EACH | $1,790 | $1,750 | $1,880 | $1,800 | 2% |
| 5 CY |
| $50.00 |
| $16.00 |
| $96.00 |
| $65.00 |
| 204E10000 SUBGRADE COMPACTION | 1,022 SY | $2.00 | $3.00 | $3.03 | $4.40 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 1.2 STA | $75.00 | $1,200 | $78.75 | $75.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 100 FT | $20.40 | $21.00 | $21.42 | $20.40 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $825 | $870 | $866 | $825 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 2 SY | $100 | $165 | $155 | $265 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 2,487 SY | $1.95 | $1.00 | $2.05 | $1.75 |
| 659E20000 COMMERCIAL FERTILIZER | 0.2 TON | $565 | $635 | $593 | $500 |
| 659E31000 LIME | 0.5 ACRE | $98.00 | $75.00 | $103 | $200 |
| 659E35000 WATER | 6.7 MGAL | $0.50 | $1.00 | $0.53 | $1.00 |
| 832E30000 EROSION CONTROL | 632 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE | 172 CY | $80.00 | $90.00 | $92.87 | $98.00 |
| 407E10000 TACK COAT | 256 GAL | $2.00 | $2.00 | $3.47 | $3.30 |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 89 SY | $39.50 | $40.00 | $30.00 | $40.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $20.00 | $17.00 | $15.88 | $60.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 8 EACH | $7.50 | $8.00 | $7.88 | $7.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 48 FT | $17.50 | $18.00 | $18.38 | $17.50 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $20.00 | $21.00 | $21.00 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $70.00 | $74.00 | $73.50 | $70.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 3 EACH | $95.00 | $100 | $99.75 | $95.00 |
| 646E10010 EDGE LINE, 6" | 0.49 MILE | $6,152 | $6,500 | $6,460 | $6,700 |
| 646E10110 LANE LINE, 6" | 0.21 MILE | $4,290 | $4,500 | $4,505 | $6,800 |
| 646E10200 CENTER LINE | 0.07 MILE | $11,800 | $12,500 | $12,390 | $18,560 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 37 EACH | $7.50 | $8.00 | $6.00 | $27.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 37 EACH | $20.00 | $14.00 | $18.66 | $27.50 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 1.53 MILE | $835 | $1,640 | $877 | $1,544 |
| 622E41000 PORTABLE BARRIER, 32" | 1,010 FT | $12.00 | $12.00 | $21.10 | $16.00 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 710 FT | $14.00 | $16.00 | $46.85 | $20.00 |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 0.5 MILE | $5,281 | $4,500 | $5,545 | $5,281 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 2 EACH | $185 | $196 | $194 | $185 |
| 202E22900 APPROACH SLAB REMOVED | 400 SY | $20.00 | $22.00 | $50.44 | $45.00 |
| 202E38500 BRIDGE RAILING REMOVED | 237.5 FT | $3.60 | $14.50 | $3.78 | $5.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $24,000 | $30,132 | $30,000 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $5,000 | $20,000 | $21,455 | $33,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 86 SY | $20.00 | $12.00 | $12.83 | $12.00 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 125 SF | $10.00 | $9.00 | $3.96 | $13.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 150 SF | $10.00 | $9.00 | $7.94 | $15.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 172 FT | $50.00 | $25.00 | $45.22 | $40.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 158 FT | $10.00 | $25.00 | $25.17 | $23.50 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 94 CY | $80.00 | $100 | $89.12 | $115 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 271 FT | $20.00 | $12.00 | $9.92 | $14.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 166 FT | $15.00 | $4.00 | $7.82 | $9.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $15.00 | $5.00 | $7.82 | $15.00 |
| 847E20201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 11 CY | $600 | $165 | $390 | $1,000 |
| 847E30000 TEST SLAB | 1 LS | $1,500 | $1,000 | $1,373 | $1,300 |
| 847E50000 HAND CHIPPING | 118 SY | $100 | $50.00 | $75.66 | $85.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $4,600 | $17,125 | $11,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $5,000 | $4,500 | $2,430 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 400 SY | $225 | $90k | 9% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 592 FT | $150 | $89k | 8% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 122 CY | $700 | $85k | 8% |
| 847E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY, AS PER PL | 833 SY | $100 | $83k | 8% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 105 CY | $700 | $74k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $59,100 | $59k | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 33,816 LB | $1.5 | $51k | 5% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 94 CY | $500 | $47k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $40k | 4% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 447 CY | $80 | $36k | 3% |